| Author/s | Original Title | Published in | 2-Letter Keys, Key Words | Country of author(s) | Year |
|---|---|---|---|---|---|
| Titan.com.pl | Mikropale i gwoździe gruntowe TITAN – przegląd wybranych zastosowań dla budownictwa kolejowego Link | Nowoczesne Budownictwo Inżynieryjne | Poland | 2020 | |
| Rob Jameson | Seismic Retrofit of an Underground Reservoir with Micropiles | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA,USA | USA | 2010 | |
| Dr. Terry Holman | Emergency Micropile Repair of the Birmingham Bridge | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | USA | 2010 | |
| Dr. Changho Choi | Field verification Study for Micropile Load Capacity | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | South Korea | 2010 | |
| Alexis Rose | Modeling the Performance of Micropiles at Close Spacing | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | U.K. | 2010 | |
| Prof. Alan Lutenegger | Shaft Resistance of Grouted Helical Micropiles in Clay | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | USA | 2010 | |
| Dr. Thomas Herbst | Micropile Research at Technical University at Munich | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | Germany | 2010 | |
| Andreas Brandner | Successful Slope Stabilization Under Severe Conditions Using Micropiles | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | Austria | 2010 | |
| David Preece | Slope Stabilization of a Section of the Thirlmere Aqueduct by the Use of Spaced Micropiles and Permeation Grouting | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | UK | 2010 | |
| Gary Quinn | Micropile Application in Salmon River Road Slope Stabilization | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | USA | 2010 | |
| Dr. Jesús Gómez | Micropiles Undetected – Bluff Stabilization on the Severn River | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | USA | 2010 | |
| Dr. Håkan Bredenberg | The RD-Micropile System | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | Sweden | 2010 | |
| Andrew Burns | Hammer-grouted Micropiles at the Bronxe-Whitestone Bridge | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | USA | 2010 | |
| Veikko Kuosa | Robit® Non-Stop Casing System for Anchoring and Micropiling | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | Finland | 2010 | |
| Timothy Myers | miniJET® – A New Type of Micropile | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | USA | 2010 | |
| Tom Tuozzolo | Drill Bit Location – Rebuttal | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | USA | 2010 | |
| Ahmed Yehia abd Elaziz | Monotonic Axial Behavior of Hollow Core Micropiles | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | Canada | 2010 | |
| John Rowley | Use of In-Place Inclinometers (IPI) during Lateral Load Testing of Micropiles | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | USA | 2010 | |
| Jon Bennett | ADSC-DFI Micropile Committee Update | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | USA | 2010 | |
| Mary Ellen Bruce | Development of Micropile Codes Internationally | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | USA | 2010 | |
| Mark Hinton | Development of Micropile Codes in UK | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | UK | 2010 | |
| Jerry DiMaggio | LRFD the Facts and Misconceptions: Opportunities and Challenges for the Micropile Community | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | USA | 2010 | |
| Dr. James Mason | Reticulation and Research at University of Tennessee | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | USA | 2010 | |
| Tom Armour | Micropiles at Banjo Bill Rock Catchment Basins | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | USA | 2010 | |
| Horst Aschenbroich | Root Pile Support of Vancouver’s Hollow Tree Parallels to Wind Turbine Foundations | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | Canada | 2010 | |
| DC | Micropile Support of Three Undermined Buildings in Washington | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | USA | 2010 | |
| Jon Bennett | Hollow Bar Micropiles for Settlement Control in Soft Soils | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | USA | 2010 | |
| Prof. Balasingam Muhunthan | Influence of Sand State on Network Effect of Micropiles | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | USA | 2010 | |
| Prof. Jouko Lehtonen | New Tool for Choosing Micropile Types: Decay Modeling of Wood Pile Foundations in Turku, Finland | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | Finland | 2010 | |
| Glen Mann | Static “Micro” Micropile Load Capacity and Verification by Dynamic Load Testing | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | USA | 2009 | |
| Cory Yacyshyn | A Decade of Micropile Load Hold Capacity Across Western Canada | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | Canada | 2009 | |
| Chris Irvin | Self-Drilled Hollow Bar Micropiles – Applications, Corrosion Protection and Specialist Measures Required for Load Testing | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | U.K. | 2009 | |
| Andre Jaubertou | Drilled Micropiles – Design and Practice in France | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | France | 2009 | |
| Shad Hoover | Design, Inspection and Construction Challenges of Installing Micropiles in Karst Terrain | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | USA | 2009 | |
| Horst Aschenbroich | Stabilizing the Devil Slide with Hollow Bar, Grout Injection Bored (IBO) Micropiles for Caltrans | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | Canada | 2009 | |
| Jerold Bishop | Support of an Excavation Face with Micropiles | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | U.S.A. | 2009 | |
| Dipl.-Ing Ernst F. Ischebeck | 6th Lizzi Lecture: Design of Direct Drilled and Continuous Flush Grouted Micropiles TITAN as Regulated in EU by National German Approval Z-34.14 – 209, DIBt | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | Germany | 2010 | |
| Sherif Lotfy Abdelaziz | 3rd Lizzi Scholarship Recipient – Utilization of Micropiles for Heat Exchange: Virginia Tech Field Test | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | USA | 2010 | |
| Mark Hinton | ISM 9th Workshop | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | UK | 2010 | |
| Allen Cadden | The History of Micropiles in our Nations Capitol | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | USA | 2010 | |
| John Wolosick | Foundation Remediation using Micropiles and LMG Grouting at Sandy Cove Condominium, Barbados | Proc. 10th IWM, Washington, DC, USA, CD-ROM, ISM, Venetia, PA, USA | USA | 2010 | |
| Armour, T.A. | State of California Food & Agriculture Building Renovation | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 19 pp-f | AS - seismic retrofit | USA | 2004 |
| Bruce D. A., Weinstein G.M. | Quality Assurance and Monitoring of Micropiles | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 7 pp-f | ES - qa/qc strategies | USA | 2004 |
| Bruce D.A. | Development of ADSC-FHWA Micropile Teaching Module into NHI Course | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 13 pp-f | GO - courses on micropiles (non technical) | USA | 2004 |
| Cadden A., Gomez J. | Micropile Bond Strength to Concrete Fundamental Full Scale Test Program, Preliminary Results | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 11 pp-f | RR - bond tests with grout | USA | 2004 |
| Gómez J., Cadden A.W. | Buckling of Micropiles, The “Ghost”? | ADSC Journal “Foundation Drilling”, Febr. 2004, 6p. | USA | 2004 | |
| Jeon, S. | Interpretation of load tests on micropiles | Geotechnical Engineering, ICE, 157 (GE2), p. 85-90 | USA | 2004 | |
| Loehr J.E. | Calibration of Design Methods for Slope Stabilization and Earth Retention | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 19 pp-f | RR - investigation of safety factor | USA | 2004 |
| Parra, J.R., Ang E.C., Loehr J.E. | Sources of Uncertainty in Lateral Resistance of Slender Reinforcement Used for Slope Stabilization | Proc.of Geo-Support 2004: J.P. Turner and P.W. Mayne, Editors, ASCE, GSP 124, pp. | USA | 2004 | |
| Parra, J.R., Ang E.C., Loehr J.E. | Sources of Uncertainty in Lateral Resistance of Slender Reinforcement Used for Slope Stabilization | Proc. Geo-Support 2004: J.P. Turner and P.W. Mayne, Editors, ASCE, GSP 124, pp. | USA | 2004 | |
| Russo, G. | Full-scale tests on instrumented micropiles | Geotechnical Engineering, ICE, 157 (GE3), p.127- 135 | USA | 2004 | |
| Wolosick J.R. | Micropile Foundations Johnson City Medical Center Johnson City, Tennessee | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 24 pp-f | AA - project report | USA | 2004 |
| Wolosick J.R. | Micropiles State of the Art Report Research and Practice Issues USA | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 15 pp-f | GO - no technical report | USA | 2004 |
| Aschenbroich, H. | Recommendations for Installation, QA&QC and Testing of Injection Bored Hollow Bar Micro Piles and Soil Nails | Proc.Geo3 Conf., Editors D.A. Bruce and A.W.Cadden, Dallas/Ft. Worth, TX, USA, 14p. | DP,QC,TS | Canada | 2005 |
| Perlo S., Frank R., Degny E., Estephan R. | Analyse de groupes de micropieux sous charge transversale par une méthode hybride | Proc.16th, Osaka, september, pp. 2031-2034 | France | 2005 | |
| Rebstock D. | Micropiles under Static and Dynamic Load – Hypoplastic Simulation – Kleinbohrpfähle unter statischer und zyklischer Belastung – hypoplastische Simulationen. | Proc. Pfahl-Symposium 2005, Institut für Grundbau und Bodenmechanik der TU Braunschweig (eds. J. Stahlmann, J. Gattermann, M. Fritsch), S. 349- 365. | RR - research | Germany | 2005 |
| Vogt N., Vogt S., Kellner C. | Buckling of Slender Piles in Soft Soils – Knicken von schlanken Pfählen in weichen Böden | Journal Bautechnik, 82. Jahrgang, Heft 12 Ernst & Sohn Verlag, pp. 889-901. | RR - research and laboratory full scale tests | Germany | 2005 |
| FukuI J., Ishida M., Takeguchi M. | Seismic Retrofitting Sites for Existing Foundations | Civil Engineering Journal,No.3983, Page.337-350 (2005.05) | Japan | 2005 | |
| Fukui J., Ishida M., Takeguchi M. | Seismic Retrofitting Sites for Existing Foundations | Civil Engineering Journal, No.3983, Page.337-350 (2005.05) | Japan | 2005 | |
| Sagara M. et al | Seismic Retrofit Construction of a service water station at KAMEIDO in TOKYO(1 problems and measures) | Proc. 60th Annual Conf. of the Japan Soc.of Civil Engineers, vol. 6 | Japan | 2005 | |
| Sagara M. et al | Seismic Retrofit Construction of a service water station at KAMEIDO in TOKYO(2 construction control) | Proc. 60th Annual Conf. of the Japan Soc.of Civil Engineers, vol. 6 | Japan | 2005 | |
| Sagara M. et al. | Seismic Retrofit Construction of a service water station at KAMEIDO in TOKYO(2 construction control) | Proc. 60th Annual Conf. of the Japan Soc.of Civil Engineers, vol. 6 | Japan | 2005 | |
| Bredenberg, H. | Scandinavian Steel Core Piles | Proc.Geo3 Conf., Editors D.A. Bruce and A.W.Cadden, Dallas/Ft. Worth, TX, USA, 15p. | AA | Sweden | 2005 |
| Bruce, D.A., Davis, J.P. | Quality and Quantification in Small Hole Drilling | Proc.Geo3 Conf., Editors D.A. Bruce and A.W.Cadden, Dallas/Ft. Worth, TX, USA, 13p. | QC | USA | 2005 |
| Bruce, J., Ramirez, D., Lausch, P. | The SMART Contractometer – Its Application to Micropile Quality Assurance | Proc.Geo3 Conf., Editors D.A. Bruce and A.W.Cadden, Dallas/Ft. Worth, TX, USA, 15p. | QC | USA Canada Canada | 2005 |
| Cadden, A.W., Bruce, D.A., Bean, J.J. | The Field Inspection and Documentation of Micropile Works | Proc.Geo3 Conf., Editors D.A. Bruce and A.W.Cadden, Dallas/Ft. Worth, TX, USA, 15p. | QC | USA | 2005 |
| Deschamps, R. Richards, T.D. | Installation, Measurement, and Interpretation of “Sister Bar” Strain Gauges in Micropiles | Proc.Geo3 Conf., Editors D.A. Bruce and A.W.Cadden, Dallas/Ft. Worth, TX, USA, 13p. | TS,QC | USA | 2005 |
| Dodds, S. | Brady Street Bridge – Micropile Foundations in Compressible Fill | Proc.Geo3 Conf., Editors D.A. Bruce and A.W.Cadden, Dallas/Ft. Worth, TX, USA,12p. | AA | USA | 2005 |
| Gibler, P., Bruce, D.A., Hadzariga, M. | Quality Assurance Issues Related to the Installation of High Capacity Micropiles, Richmond-San Rafael Bridge Seismic Retrofit Project, CA | Proc.Geo3 Conf., Editors D.A. Bruce and A.W.Cadden, Dallas/Ft. Worth, TX, USA, 24p. | QC | USA | 2005 |
| Gómez, J., Cadden, A.W., Traylor, R.P., Bruce, D.A. | Connection Capacity Between Micropiles and Concrete Footings: Interpretation of Test Results and Design Recommendations | Proc.Geo3 Conf., Editors D.A. Bruce and A.W.Cadden, Dallas/Ft. Worth, TX, USA, 22p. | PD | USA | 2005 |
| Hajduk, E.L., Wright, W.B., Snow, W.L., Adams, J.C. | A Drop Weight Hammer for Dynamically Testing Micropiles in Charleston, SC | Proc.Geo3 Conf., Editors D.A. Bruce and A.W.Cadden, Dallas/Ft. Worth, TX, USA, 13p. | TS | USA | 2005 |
| Johnsen, L.F., Gallagher, M.J. | Proposed Micropile Section for the 2006 IBC | Proc.Geo3 Conf., Editors D.A. Bruce and A.W.Cadden, Dallas/Ft. Worth, TX, USA, 10p. | SR | USA | 2005 |
| Massoudi, N. | Some Observations on Micropile Inspection and Testing | Proc.Geo3 Conf., Editors D.A. Bruce and A.W.Cadden, Dallas/Ft. Worth, TX, USA, 9p. | QC,TS | USA | 2005 |
| Richards, T.D. | “Pent Up” Load and Its Effect on Load Test Evaluation | Proc.Geo3 Conf., Editors D.A. Bruce and A.W.Cadden, Dallas/Ft. Worth, TX, USA, 9p. | PD | USA | 2005 |
| Sabatini P. J., Tanyu B., Armour T., Groneck P., Keeley J. W. | Micropile Design and Construction Reference Manual | US DOT, Federal Highway Administration Report NHI-05-039 Washington DC, USA, pp. 456 | USA | 2005 | |
| Wilder, D., Gómez, J., Cadden, A.W., Traylor, R.P., Pilkington, M. | Compressive Load Transfer in Micropiles through Concrete Footings: A Full Scale Test Program | Proc.Geo3 Conf., Editors D.A. Bruce and A.W.Cadden, Dallas/Ft. Worth, TX, USA ,18p. | TS | USA | 2005 |
| Fross M. | 35 Years of Application of Micropiles in Austria | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA | AA -construction sites in Austria | Austria | 2006 |
| Bishop, J., Aschenbroich,H DeBernardi, B. | Class I and II micropiles with hollow bar reinforcement: Load tests and performance measurements | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA, 15p. | TS | Canada U.S | 2006 |
| Han, J., Ye, S. | A field study on the behavior of micropiles in clay under compression or tension | Canadian Geotechnical Journal, 43(1): p19-29 | Canada | 2006 | |
| Ramirez, D. | What we have learned about micropile behavior from field instrumentation | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA, 16p. | QC | Canada | 2006 |
| Sheffield, P., Li Xian-Xing, Ramirez, D. | An instrumented micropile cap test – micropile top plates: are they necessary? | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA, 11p. | RR | Canada | 2006 |
| Taylor, R. | Development and testing of a coaxial strain monitor for self-boring micropiles | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA, 7p. | QC | Canada | 2006 |
| Jokiniemi H. | The First National Micropile Code in Finland | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA | SR - code | Finland | 2006 |
| Lehtonen, J., Hyyppä, V., Hattara, J. | MIDA (Micropile Database) | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA, | RR | Finland | 2006 |
| Al Saleh H., Shahrour I. | Influence of the soil non-linearity and the interface on the seismic response of micropiles. Numerical Methods in geotechnical engineering | Proc. 6th European Conf. on Numerical Methods in Geotechnical Engineering, Graz 2006, Balkema. pp. 823-827 | France | 2006 | |
| Al Saleh H., Shahrour I. | Three-dimensional non-linear finite-difference analysis for seismic soil-micropile-structure interaction; Effects of non-linearity of soil and micropile-soil interface. Geotechnical engineering in the information technology age. | Proc. of Geo-Congress Atlanta, Georgia, USA, 2006, Geo-Institute of ASCE | France | 2006 | |
| Estephan R., Frank R., Degny E., Perlo S. | GOUPEG : Application de la méthode « hybride » pour le calcul du comportement des groupes et des réseaux élémentaires de micropieux | Bull. labos P. et Ch., n°260, janv.-fév.-mars, | France | 2006 | |
| Brunner W. | Micropile Installation at Czar Palace, Russia | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA | AA – construction site in Russia | Germany | 2006 |
| Dietz K., Schürmann A. | Foundation Improvement of Historic Buildings by Micropiles, Museum Island, Berlin and St. Kolumba, Cologne | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA | AA -construction sites in Germany | Germany | 2006 |
| Dietz, K. Schürmann, A. | Foundation improvement of historic buildings by micropiles, Museum Island, Berlin and St. Kolumba, Cologne | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA, 15p. | AA | Germany | 2006 |
| Herbst T.F. | ISM, the Data Base and an Update of the International List of References for Micropiles | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA | GT - data base, Intl. List of References for Micropiles | Germany | 2006 |
| Herbst, T.F. | Further Updates of the International List of References for Micropiles | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA, | RR | Germany | 2006 |
| Ischebeck E. | Design Guide for TITAN Micropile Heads | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA | PD, DT – micropile head design | Germany | 2006 |
| Staudt H. | The Use of Micropiles to Reinforce Old Walls and Stabilize Steep Slopes in Quedlinburg, Germany | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA | AA -construction sites in Germany | Germany | 2006 |
| Stuetzel F. | Micropiles using Higher Steel Grades – Spalling of the Grout cover | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA | RR – stability of grout column | Germany | 2006 |
| Vogt S. | Buckling of Slender Piles in Soft Soils | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA | RR – buckling, soft ground | Germany | 2006 |
| Vogt, S. | (2nd Lizzi Scholarship Recipient) Buckling of Slender Piles in Soft Soils | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA , p | RR | Germany | 2006 |
| Wimmer H., Ofner R. | Analysis of the Bearing Capacity of Micropiles in Soft Soils – Traglastberechnung von Mikropfählen in weichen Böden | Journal „Bauingenieur“ 81, Jg (2006), pp. 53-60, | RR - | Germany | 2006 |
| Fukui, J. | 3rd Lizzi Lecture: Performance of Seismic Retrofits with High Capacity Micropiles | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA ,14p. | AS | Japan | 2006 |
| Kawano T. | Development of Tower Height Raising Method by Use of Additional Foundations | Nippon Denro Technical Report, No.42, Page.1,3-17 (2006.01.01) | Japan | 2006 | |
| Morimasa, S. | FEM simulation of the micropile footing under vertical and horizontal loads | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA, 6p. | PD | Japan | 2006 |
| Otani Y. | Reliability Based Design of High Capacity Micropiles | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA, 20p | Japan | 2006 | |
| Sagara M. | Load Tests of High Capacity Micropiles on Site | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA | TS | Japan | 2006 |
| Bredenberg, H. | Influence of initial deflection on the bearing capacity for micropiles | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA, 12p. | RR | Sweden | 2006 |
| Woodfield, P. Hinton, M. | The good, the bad and the ugly – from the U.K. | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA, | AA | U.K. | 2006 |
| Allen, K.. | ADSC Geo3 Field Day | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA, 10p. | QC | USA | 2006 |
| Anderson, S., Siel, B. | Micropiles and the FHWA: 30 years of implementation | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA, 7p. | GT | USA | 2006 |
| Bishop J., AschenbroichH DeBernardi B. | Class I and II Micropiles with Hollow Bar Reinforcement: Load Tests and Performance Measurements | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA | TS | USA, Canada, USA | 2006 |
| Boeckmann, A.Z. Deeken, J.J., Loehr, J.E. | Large-scale physical modelling of earth slopes stabilized with micropiles | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA, 13p. | RR | USA | 2006 |
| Bruce, D.A. | An education in micropiles: The expansion of the market in North America | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA, 9p. | GT | USA | 2006 |
| Cadden, A. Petrasic, K. | When is enough enough? SR 33 micropiles for bridge stabilization | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA, 10p. | AA | USA | 2006 |
| Davis, J. | Sonic drilling offers quality control and non-destructive advantages to geotechnical drilling on sensitive infrastructure sites | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA, 15p. | DT | USA | 2006 |
| Davis, J. | Micropile Installation School (AMPIS) | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA, | ES | USA | 2006 |
| Gómez, J. Cadden, A. | Micropile load transfer to concrete structures – bond stress research program report | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA, 64p. | PD | USA | 2006 |
| Nicholson, P.J. Pinyot, D. | The evolution of micropiles in America | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA, 14p. | GT | USA | 2006 |
| Taylor R. | Development and Testing of a Coaxial Strain Monitor for Self-boring Micropiles | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA | USA | 2006 | |
| Vanderpool, M. | Observations from the instrumentation of micropiled and tiedback reticulated grid | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA, 19p. | TS | USA | 2006 |
| Wolosick, J., Pastore, J. A. Grant, M.L. | Macropiles™ – Ultra-high capacity micropiles for foundation support | Proc. 7th IWM, Schrobenhausen, CD- ROM, ISM, Venetia, PA, USA, 12p. | AA | USA | 2006 |
| Brandner A. | Micropiles in High Alpine Regions – A Story of Success | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | Austria | 2007 | |
| Ansari N. | Overview of Field Activities and Design Challenge (for Micropiles) | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | Canada | 2007 | |
| Aschenbroich H. | Advances in Hollow Bar Micropile Installation Techniques, Equipment, Materials, Testing and Monitoring | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | Canada | 2007 | |
| Barua I. | Micropile Test Instrumentation at 8th IWM, Toronto | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | Canada | 2007 | |
| Bruce J. | Demonstration / Field Day 8thIWM Toronto September 28, 2007 | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | Canada | 2007 | |
| El Naggar H., Hinchberger S., Turan A. | Seismic Performance of a Single Micropile in Layered Soils | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | Canada | 2007 | |
| Elkasabgy M.A., El Naggar H.M. | Finite Element Analysis of the Axial Capacity of Micropiles | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | Canada | 2007 | |
| Li J., Kast G. | 30 Years of GEWI-Pile (Micropile) Applications in Canada | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | Canada | 2007 | |
| Thomson P., Leew B., Zakeri A., Becker D., Bunce C., Dittrich P. | Axial Compression, Axial Tension and Lateral Load Response of Pre-Production Micropiles for the CPR Mile 62.4 Nipigon Subdivision Bridge | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | Canada | 2007 | |
| Yacyshyn C.J.E | Cyclic Quasi-Static Load Tests on Micropiles | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | Canada | 2007 | |
| Hattara J., Hyyppä V., Lethonen J. | MIDA (Micropile Database) | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | Finland | 2007 | |
| Herbst, T.F. | 4th Lizzi Lecture: Historical Review and Analysis of 55 Years of Micropiles | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | GT – historical review | Germany | 2007 |
| Ischebeck E. | Direct Drilled New Micropile TITAN 127/111 for Underpinning Roman Bullring in Barcelona, Spain | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | AA - execution | Germany | 2007 |
| Hoshiya M. | Construction Outlook in Japan for Micropiles | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | Japan | 2007 | |
| Sagara M., Hoshiya M. | Measurement for Landslide Slope Stability using High Capacity Micropiles | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | Japan | 2007 | |
| Bredenberg H. | Scandinavian Drilled Micropile Walls | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | Sweden | 2007 | |
| Bradshaw S. | Static Load Testing of Micropiles in Restricted Access | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | U.K. | 2007 | |
| Hinton M. | Report on the ISM One Day Micropiling Course 6th to 17th November 2006 | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | U.K. | 2007 | |
| Turner M. | Interface Bond Values for Micropile Design | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | U.K. | 2007 | |
| Bares F. | “Root Piles” (Micropiles) in the USA: Fondedile S.P.A. and Fondedile Corp. | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | USA | 2007 | |
| Bruce D.A., Duryee W., Middleton M.C., Myers T.J. | High Capacity Micropiles in Mined Ground for Bridge Support: A Case History of Investigation, Design, Construction and Performance – Paper 4: Load Testing | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | USA | 2007 | |
| Cadden A., Wilder D. | Micropile Growth Snapshot of the US Marketplace | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | USA | 2007 | |
| Duryee W. | Potential Stability Issues that could Affect Performance of Bridge Foundation Units with Micropiles | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | USA | 2007 | |
| Gómez J.E., Rodriguez C.J., Robinson H.D., Mikitka J., Keough L. | Hollow Core Bar Micropiles – Installation, Testing, And Interpretation of Design Parameters of 260 Micropiles | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | USA | 2007 | |
| Grant M ., Bailey P., Stewart J.P., Galasso M. | Jet Grouted Micropiles for the I-90 Bridge over Sand Creek in Albany, NY. | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | USA | 2007 | |
| Holman T.P. Tuozzolo T.J. | Advanced Interpretation of Instrumented Micropile Load Tests | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | USA | 2007 | |
| Hoover S. E., Pease J. B. | Micropile Underpinning over Expansive Pyritic Shales | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | USA | 2007 | |
| Loehr J. E., Brown D.A. | A Method for Prediction of Micropile Resistance for Slope Stabilization | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | USA | 2007 | |
| Mitchell C., Mathieson W., Hopkins T.W. | Micropile Load Transfer Rates and Bond Stresses in the Puget Sound Region of Washington State | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | USA | 2007 | |
| Norrish N.I., Szturo J., Chuaqui M. | High Capacity Micropiles In Mined Ground For Bridge Support: A Case History of Site Investigation, Ground Characterization and the Evolution of Foundation Design and Treatment Concepts | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | USA | 2007 | |
| Richards T.D., Rothbauer M.J. | Lateral Loads on Pin Piles (Micropiles) | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | USA | 2007 | |
| Szturo J., Chuaqui M., Myers T., Middleton M. | Construction And Quality Assurance – Quality Control High Capacity Micropiles In Mined Ground For Bridge Support: Route 249/171 Jasper County, Missouri | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | USA | 2007 | |
| Weinstein G.M. | Long-Term Performance Assessment of Micropiles Subject to Cyclic Axial Loading | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | USA | 2007 | |
| Wolosick J.R., Bonar E., Nufer P.J. | Micropile Foundation Repair and Underpinning, Arts and Science Museum, University of Puerto Rico, Mayaguez | Proc. 8th IWM, Toronto, CD-ROM, ISM, Venetia, PA, USA | USA | 2007 | |
| Al Saleh H., Shahrour I. | Influence of plasticity on the seismic soil-micropiles-structure interaction | Journal Soil Dynamics and Earthquake Engineering. Vol. 29, No. 3, pp. 574-578 | France | 2009 | |
| Dr. Donald A. Bruce | 5th Lizzi Lecture: Micropiles in Middle Age: Triumphs, Failures and Challenges | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | U.S.A. | 2009 | |
| Michael Turner | Geology and Micropiling in the U.K. | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | U.K. | 2009 | |
| James Amos | 4th Lizzi Scholarship Recipient: Micropiles – The Green Choice | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | U.K. | 2009 | |
| Nadir Ansari | International Society for Micropiles 2007 Workshop – Reflections from Toronto | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | Canada | 2009 | |
| Ernst Ishebeck | New Database for Drilled and Grouted Micropiles to Estimate Displacements | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | Germany | 2009 | |
| Dr. Jesús Gómez | Efficient Design of Vertical Micropiles to Lateral Loading | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | USA | 2009 | |
| Dr. Roger Frank | Some Lessons Learnt from the French National Research Project on Micropiles | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | France | 2009 | |
| Florian Stuetzel | DSI – Ductile Iron Micropile | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | Germany | 2009 | |
| Larry Johnsen | Video Inspection of Micropile Rock Sockets in New York City | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | USA | 2009 | |
| Chris Irvin | The Use of Post-Grouting Systems for Micropiles | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | U.K. | 2009 | |
| L. Begaj Qerimi | Assessment of Existing Foundations and Foundation Improvement using Micropile Groups | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | U.K. | 2009 | |
| Changho Choi | Development of New Micropiling Method Enhancing Frictional Resistance with Geotextile Pack and Full Scale Load Tests for Micropiles | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | Korea | 2009 | |
| Mark Hinton | U.K. Micropiling Practice – Selected Case Studies | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | U.K. | 2009 | |
| Dr. Jouko Lehtonen | Post-Underpinning Settlement of Micropile Underpinning Projects in Turku | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | Finland | 2009 | |
| Jim Bruce | Continuous Grout Flushed Micropile Foundations for a New Rail Overpass | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | Canada | 2009 | |
| José Matos e Silva | Alternative Solution for Drilled Micropiles for the Portimao Municipal Museum | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | Portugal | 2009 | |
| João Veludo | Bond Strength of Micropile/Grout/Concrete Interfaces in RC Footings Strengthened with Micropiles | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | Portugal | 2009 | |
| Dan MacLean | ADSC-DFI Micropile Committee – Recent Activities | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | Canada | 2009 | |
| Jennifer Kleih | Note to Actual Design of Micropiles Under Axial Cyclic Loading in Germany According to DIN 1054:2005-01 and Further Guidelines | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | Germany | 2009 | |
| Alexis Rose | Research Projects on Micropile Networks at City University | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | U.K. | 2009 | |
| Dr. G. Mitchell Weinstein | Long-term Performance Assessment of Micropiles under Monotonic and Cyclic Axial Loading | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | USA | 2009 | |
| Jaehyeung Jeoung | A Case Study of Micropiling in the Urban Environment | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | Korea | 2009 | |
| Stuart Bradshaw | Part 1 – Static Load Testing of Piles in Restricted Access – An Opportunity for Change | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | U.K. | 2009 | |
| Jim Martin and Hugh St. John | High Capacity Micropile Groups for the Cannon Place Redevelopment in London | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | U.K. | 2009 | |
| Mike Turner | Mixed Foundations Utilising Micropiles in Urban Redevelopments | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | U.K. | 2009 | |
| Dr. Jouko Lehtonen | Duration of Micropile Underpinning Projects in Turku | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | Finland | 2009 | |
| Bill Telford | Pile Loading Tests of Titan Injection Micropiles at an Industrial Plant in North Vancouver | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | Canada | 2009 | |
| Wilhelm Rankka | In Situ Test of Steel Core Micropiles in Limestone Bedrock in Sweden | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | Sweden | 2009 | |
| Dr. Terence Holman | Pseudo-Elastic Response and Performance of Micropiles | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | USA | 2009 | |
| Stuart Bradshaw | Part 2 – Static Load Testing of Piles in Restricted Areas – An Opportunity for Change | Proc. 9th IWM, London, U.K., CD- ROM, ISM, Venetia, PA, USA | U.K. | 2009 | |
| Schlosser F., Frank R., Juran I., Estephan R. | The French National Project FOREVER 1993 -1999 Soil Reinforcement by Micropile Systems | Proc. IWM 2002, Venice, on CD-ROM, ADSC Tech.Library, Dallas TX, USA, 22pp-f | France | 2002 | |
| Shahrour I. | Numerical Modeling of the Seismic Behavior of Micropiles | Proc. IWM 2002, Venice, on CD-ROM, ADSC Tech.Library, Dallas TX, USA, 13pp-f | France | 2002 | |
| Shahrour I., Ata N. | Numerical Study of the Consolidation around Micropiles Submitted to Lateral Loading | Journal “Ground Improvement” Vol. 6, No.1, 8 p | France | 2002 | |
| Deman F., Egner R., Groß T., Jullien W. | The Retrofitting of 2 Rail Bridges Crossing the Mosel River by means of Grouting and Micropiles for Securing against Ship Collision – Die Ertüchtigung zweier Bahnbrücken über die Mosel mittels Injektionen und Kleinbohrpfählen zur Sicherung gegen Schiffsanprall. | Proc. 17. Christian Veder Kolloquium, Technische Universität Graz, Austria | Germany | 2002 | |
| Schürmann A. | Special Solutions for Underpinning and Retrofitting with Micropiles – Sonderlösungen für Unterfangungen und Nachgründungen mit Mikropfählen | Lehrstuhl und Prüfamt für Grundbau, Bodenmechanik und Felsmechanik, TU München, Heft (Publ.)32 | Germany | 2002 | |
| Schwarz P. | Bearing Behaviour of Micropiles under Cyclic Axial Loading – Beitrag zum Tragverhalten von Verpresspfählen mit kleinem Durchmesser unter axialer zyklischer Belastung | Lehrstuhl und Prüfamt für Grundbau, Bodenmechanik und Felsmechanik, TU München, Heft (Publ.)33 | Germany | 2002 | |
| Wichter L.., Joppa E., Löer R. | Experiences Collected from the Use of Prestressed Ground Anchors and Micropiles for Permanent Anchorages – Erfahrungen aus dem Einsatz von vorgespannten Verpressankern und Verpresspfählen für Dauerverankerungen. | Final Report Schlussbericht, Fraunhofer IRB Verlag Stuttgart 2002, 96p., ISBN: 3-8167-6516-5 | Germany | 2002 | |
| Carrieri G., Fiorotto R., Grasso P., Pelizza S. | Twenty Years of Experience in the Use of the Umbrella- arch Method of Support for Tunnelling | Proc. 4th IWM 2002, Venice, on CD- ROM, ADSC Tech.Library, Dallas TX, USA, 15p and 34pp-f | Italy | 2002 | |
| Fiorotto R., Bruce M.E. | IWM 2002 4th International Workshop on Micropiles, Venice (complete edition) | Proc. 4th IWM 2002, Venice, on CD- ROM, ADSC Technical Library, Dallas TX, USA | Italy | 2002 | |
| Hoshiya M., Otani Y. | Probability Study for a High-Capacity Micropile Bearing Mechanism | Proc. IWM 2002, Venice, on CD, ADSC Tech.Library, Dallas TX, USA, 16pp-f | Japan | 2002 | |
| Itani M., Kawamura T., Onodera S., Oshita T. | Centrifuge model test on pile group effect of pile foundation reinforced by micropile | Proc. 4th IWM 2002, Venice, on CD, ADSC Tech.Library, Dallas TX, USA, 8p. and 34pp-f | Japan | 2002 | |
| Kishishita T., Oshita T., Fukui J., Saito E., Sagara M. | Liquidizing Model Shaking Table Test of an Existing Foundation Reinforced with Micropiles | Proc. 4th IWM 2002, Venice, on CD, ADSC Tech.Library, Dallas TX, USA, 10p. and 9pp-f | Japan | 2002 | |
| Kishishita T. et al. | Liquidizing Model Shaking Table Test of an Existing Foundation Reinforced (in Japanese) | Proc. Japan Earthquake Engineering Symposium | Japan | 2002 | |
| Nishitani M., Fukui J., Umebara T. | Horizontal Loading Tests on Model Foundations Retrofitted by Micropiles | Proc. 4th IWM 2002, Venice, on CD, ADSC Tech.Library, Dallas TX, USA, 38pp-f | Japan | 2002 | |
| Otani Y. et al. | Probability Study for a High – Capacity Micropile Bearing Mechanism (in Japanese) | Journals of the Japan Society of Civil Engineers, no.715, 12p. | Japan | 2002 | |
| Sagara M., Shito K., Igase Y., Ohashi G., Saito E., Sasaya T., Hatano T., Maeda Y. | In-situ Load Test of High Capacity Micropile Foundation on Mountain Ground | Proc. 4th IWM 2002, Venice, on CD, ADSC Tech.Library, Dallas TX, USA, 6p and 28pp-f | Japan | 2002 | |
| Wetterling S. | Soilex Casing Pile | Proc. 4th IWM 2002, Venice, on CD, ADSC Tech.Library, Dallas TX, USA, 4p | Sweden | 2002 | |
| Woodfield P. | Hybridpile Applications | Proc. 4th IWM 2002, Venice, on CD, ADSC Tech.Library, Dallas TX, USA, 6pp-f | U.K. | 2002 | |
| Armour T. | Hewlett Packard Building 5 Seismic Upgrade Corvallis, Oregon, USA | Proc. 4th IWM 2002, Venice, on CD, ADSC Tech.Library, Dallas TX, USA, 14pp-f | USA | 2002 | |
| Bruce D.A., Weinstein G. | Full Scale Field Tests on Single Micropiles and Groups/Networks of Titan Micropiles and Future Initiatives | Proc. 4th IWM 2002, Venice, on CD, ADSC Tech.Library, Dallas TX, USA, 13pp-f | USA | 2002 | |
| Cadden A.W. | Dulles Airport Caisson Augmentation Micropiles Save Drilled Shafts | Proc. 4th IWM 2002, Venice, on CD, ADSC Tech.Library, Dallas TX, USA, 13pp-f | USA | 2002 | |
| Cadden A.W., Gómez J. | Buckling of Micropiles: A Review of Historic Research and Recent Experiences | ADSC-IAF Micropile Committee, ADSC Technical Library TL175, Dallas TX, 19 p | USA | 2002 | |
| Finno R. | Research at Northwestern University: End-bearing Micropiles in Dolomite | Proc. 4th IWM 2002, Venice, on CD, ADSC Tech.Library, Dallas TX, USA, 30pp-f | USA | 2002 | |
| Hadzariga M. | Richmond/San Rafael Bridge High Capacity Micropile Construction | Proc. 4th IWM 2002, Venice, on CD, ADSC Tech.Library, Dallas TX, USA, 20pp-f | USA | 2002 | |
| Hayward Baker | Micropile Retaining Walls 1.) Blue Trail Landslide Alpine, Wyoming 2.) I-271 Northbound Landslide Repair | Proc. 4th IWM 2002, Venice, on CD, ADSC Tech.Library, Dallas TX, USA, 42 pp-f | USA | 2002 | |
| Iovino P. | The Central Artery / Tunnel Project Contract C09C1 – Drilled Micropiles | Proc. 4th IWM 2002, Venice, on CD, ADSC Tech.Library, Dallas TX, USA, 16pp-f | USA | 2002 | |
| Kulhawy F.H., Mason J. | Some Observations on Micropile Behavior – Single, Group, Reticulated Network | Proc. 4th IWM 2002, Venice, on CD, ADSC Tech.Library, Dallas TX, USA, 23p. | USA | 2002 | |
| Mason J. | Mechanics of Reticulated Micropile Group (rmg) Behavior | Proc. 4th IWM 2002, Venice, on CD, ADSC Tech.Library, Dallas TX, USA, 22p. | USA | 2002 | |
| Mason J. | A Discussion of Lizzi’s Design of a Reticulated Retaining Wall | Proc. 4th IWM 2002, Venice, on CD, ADSC Tech.Library, Dallas TX, USA, 37pp-f | USA | 2002 | |
| Shahrour I., Juran I., Hanna S. | Seismic Behavior of Micropile Systems Centrifugal Model Studies and FE Analysis | Proc. 4th IWM 2002, Venice, on CD, ADSC Tech.Library, Dallas TX, USA, 25pp-f | USA | 2002 | |
| Vanderpool W. | Micropile Response to Hector Mine Earthquake (10/16/1999) | Proc. 4th IWM 2002, Venice, on CD, ADSC Tech.Library, Dallas TX, USA, 14p. and 18pp-f | USA | 2002 | |
| Wolosick J.R.,, Turner J., Hasenkamp R. | Reticulated Minipile Walls for Landslide Stabilization Snake River Canyon, Wyoming | Proc. 4th IWM 2002, Venice, on CD, ADSC Tech.Library, Dallas TX, USA, 13p. | USA | 2002 | |
| Wolosick, J. R., Nufer, P. J., Alderfer P. L. | Micropile Stabilization of Interstate Highway Bridge Pier, Troup County, Georgia | 27th Annual Southwest Geotechnical Engineers Conf., Scottsdale, AZ, Arizona DOT, 14 p. | USA | 2002 | |
| Samchek G. | Western Canada Micropiles | Proc. 5th IWM 2003, Seattle, on CD, ADSCTech.Library, Dallas TX, USA, 45 pp-f | Canada | 2003 | |
| Eronen S., Hartikainen J | Drilled Steel Pipe Piles in Effective Bridge Construction | Proc. 13th European Conf. on SMGE, Prague 2003. Vol. 2. pp140-146 | DT - direct load on micropiles, bridge superstructure | Finland | 2003 |
| Hartikainen J., Pitkänen J., Jokiniemi H. | Effective Steel Foundation System for Detached and Row Houses | Proc. 13th European Conf. on SMGE, Prague 2003. Vol. 2. pp179-184 | DT - direct load on micropiles, bridge superstructure | Finland | 2003 |
| Lehtonen J. | Side Grip Piling, a New Method for Impact Driving of Micropiles | Proc. 13th European Conf. on SMGE, Prague | DT - impact driving, Side Grip Method | Finland | 2003 |
| Lehtonen J. | State of Micropile Knowledge in Nordic Countries | Proc. IWM 2003 Seattle, on CD, ADSC Tech.Library, Dallas TX, USA | GO - education, overview | Finland | 2003 |
| Lehtonen J. | Real Estate Management Strategy and Underpinning | Proc. IWM 2003 Seattle, on CD, ADSC Tech.Library, Dallas TX, USA | GO - underpinning, owner´s interest | Finland | 2003 |
| Lehtonen J. | Finnish PRIMA –Technology Program in Foundation Engineering and Soil Mechanics with Special Emphasis on Micropiles | Proc. IWM 2003 Seattle, on CD, ADSC Tech.Library, Dallas TX, USA | GO - development of micropiles in Finland | Finland | 2003 |
| Lehtonen J. | Micropiles and Underpinning Education at Turku Polytechnic | Proc. IWM 2003 Seattle, on CD, ADSC Tech.Library, Dallas TX, USA | GO - education, overview | Finland | 2003 |
| Lehtonen J., Aronsson S. | Grouting of Micropiles in Scandinavia. | Proc. 3rd Int. Conf. on Grouting and Ground Treatment, DFI, New Orleans | DT - grouted micropiles, drilled, impact driven | Finland | 2003 |
| Estephan R., Frank R., Degny E. | Effet d’inclinaison des micropieux dans un groupe. Approche par une méthode hybride | Proc. 13th ECSMG, Prague, August, vol. 2, pp. 541-546. | France | 2003 | |
| Frank R. | Axial Resistance of Micropiles: from French to Eurocode Design | Proc. IWM 2003, Seattle, on CD-ROM, ADSCTech.Library, Dallas TX, USA, 11 pp-f | France | 2003 | |
| Le Kouby A. | Etude du comportement mécanique de micropieux sous chargements monotones et cycliques verticaux. | Thèse de Doctorat de l’ ENPC | France | 2003 | |
| Sadek M. (Machhour) | Development of an Incorporated Beam Element: Application on the Analysis of Micropiles Groups and Networks – Développement d’un Elément Poutre Incorporée – Application à l’étude des groupes et des réseaux de micropieux | Thèse de doctorat, Université des Sciences et Technologies de Lille, Juillet 2003 | France | 2003 | |
| Sadek M., Shahrour I. | Influence de l’inclinaison des micropieux sur leur comportement sismique | Proc. Congrès Français de Mécanique, Nice, Vol.1, 8p | France | 2003 | |
| Sadek Marwan | Etude numérique du comportement des micropieux sous chargement sismique : Analyse de l’effet de groupe et de l’inclinaison | Thèse de doctorat, Université des Sciences et Technologies de Lille, Juillet 2003 | France | 2003 | |
| Shahrour I., Juran I. | Comportement sismique des micropieux | Aspects Dynamiques et Vibratoires en Génie Civil, 6ième Colloque National de Génie Parasismique, Palaiseau, juillet, Vol.1, 8 p | France | 2003 | |
| Dietz Klaus | „Ductile Piles“ – an Alternative for Micropiles? – „Duktile Pfähle“ – Alternative zu Verpresspfählen? | Mitteilung des Instituts für Grundbau und Bodenmechanik der Technischen Universität Braunschweig; Heft (Publ.)71, 10 p | Germany | 2003 | |
| Itani M., Oshita T., Onodera S. | Outline of the Execution Manual for Seismic Retrofitting of Existing Pile Foundations with High Capacity Micropiles | Proc. 5th IWM 2003, Seattle, on CD, ADSCTech.Library, Dallas TX, USA, 39 pp-f | Japan | 2003 | |
| Kishishita T. et al. | Dynamic Behavior of an Existing Foundation Reinforced with Micropiles (in Japanese) | Journals of the Japan Society of Civil Engineers no.745, 12p. | Japan | 2003 | |
| Kishishita T. et al. | Seismic Retrofitting of the Existing Pile Foundation Using High -Capacity Micropiles (in Japanese) | Tsuchi-to-Kiso (Journal of Soil and Foundation), vol.51, no.3, 3p. | Japan | 2003 | |
| Miura K. | Field Loading Test on Micropile Foundation Regarding the Effect of Prestress | Proc. 5th IWM 2003, Seattle, on CD, ADSCTech.Library, Dallas TX, USA, 23 pp-f | Japan | 2003 | |
| Miura K., | Model Loading Tests on the Footing Reinforced with | Proc. 5th IWM 2003, Seattle, on CD, | Japan | 2003 | |
| Tsukada Y., | Prestressed Micropiles | ADSCTech.Library, Dallas TX, USA, | 0 | ||
| Otani Y., | 6p. | 0 | |||
| Ishito M., | 0 | ||||
| You G-L | 0 | ||||
| Otani Y., Hoshiya M. | Application of High – Capacity Micropiles for Seismic Retrofitting of Existing Water Service Tower in Japan | Proc. 5th IWM 2003, Seattle, on CD, ADSCTech.Library, Dallas TX, USA, 17pp-f | Japan | 2003 | |
| Otani Y., Miura K., Tsukada Y. | Large-scaled Field Loading Test on the Footing Reinforced with Prestressed Micropiles | Proc. 5th IWM 2003, Seattle, on CD, ADSCTech.Library, Dallas TX, USA, 6p. | Japan | 2003 | |
| Public Works Research Institute | Design and Execution Manual for Seismic Retrofitting of Existing Pile Foundations with High Capacity Micropiles | Proc. 5th IWM 2003, Seattle, on CD, ADSCTech.Library, Dallas TX, USA, 118p. | Japan | 2003 | |
| Sagara M., | In-site Load Test of High Capacity Micropiles Foundation | Proc. 5th IWM 2003, Seattle, on CD, | Japan | 2003 | |
| Shito K., Igase Y., | on Mountain Ground (2nd) | ADSCTech.Library, Dallas TX, USA, 35 pp-f | 0 | ||
| Ohashi G., | 0 | ||||
| Saito E., | 0 | ||||
| Sasaya T., | 0 | ||||
| Hatano T., | 0 | ||||
| Maeda Y. | 0 | ||||
| Umebara T., Fukui J., Ishida M. | Outline of Design Manual for Seismic Retrofitting of Existing Pile Foundations with High Capacity Micropiles | Proc. 5th IWM 2003, Seattle, on CD, ADSCTech.Library, Dallas TX, USA, 22 pp-f | Japan | 2003 | |
| Yamane T. | Construction Examples in Japan High Capacity Micropile | Proc. 5th IWM 2003, Seattle, on CD, ADSCTech.Library, Dallas TX, USA, 20pp-f | Japan | 2003 | |
| Ansari N., Bruce J. | Credit Valley Hospital Pre-loaded Micropiles for Vertical Expansion of Parking Garage | Proc. 5th IWM 2003, Seattle, on CD, ADSCTech.Library, Dallas TX, USA, 24 pp-f | USA | 2003 | |
| Bruce D.A. | A Little Reminder on The Proper Selection of Micropile Drilling Technique | Proc. 5th IWM 2003, Seattle, on CD, ADSCTech.Library, Dallas TX, USA, 19pp-f | USA | 2003 | |
| Bruce D.A. | Ground Improvement Technology Micropiles FHWA Short Course | Proc. 5th IWM 2003, Seattle, on CD, ADSCTech.Library, Dallas TX, USA, 14 pp-f | USA | 2003 | |
| Bruce D.A., Bruce M.E. | IWM 2003 5th International Workshop on Micropiles, Seattle,WA (complete edition) | Proc. 5th IWM 2003, on CD-ROM, ADSC Technical Library, Dallas TX, USA | USA | 2003 | |
| Mason J. | Lizzi’s Philosophy. Concepts to Practice (Lizzi Lecture) | Proc. 5th IWM 2003, Seattle, on CD- ROM, ADSCTech.Library, Dallas TX, USA, 40p. | USA | 2003 | |
| Smith G. | Rehabilitation of a Sinking Townhome | Proc. 5th IWM 2003, Seattle, on CD, ADSCTech.Library, Dallas TX, USA, 49 pp-f | USA | 2003 | |
| Wolosick J.R. | Ultra High Capacity Load Test On a Micropile | Proc. 5th IWM 2003, Seattle, on CD, ADSCTech.Library, Dallas TX, USA, 18 pp-f | USA | 2003 | |
| Wolosick J.R. | Educating Academia: A Design/Build Contractor’s Perspective | Proc. 5th IWM 2003, Seattle, on CD, ADSCTech.Library, Dallas TX, USA, 24 pp-f | USA | 2003 | |
| Ansari N., Janes M., Ramirez D., Bruce J. | Performance and Instrumentation of Micropiles for a Paper Mill Expansion | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 15 pp-f | AA -.load capacity enhancement of a pier foundation | Canada | 2004 |
| Bruce J. | Pre-loaded Micropiles at Credit Valley Hospital – …..Revisited | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 14 pp-f | ES - a repair work with micropiles | Canada | 2004 |
| Kast G. | Micropiles in Permafrost in Canada and USA by DSI | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 25 pp-f | ES - 2 construction sites in arctic regions | Canada | 2004 |
| Kast G. | Micropile Projects by DSI Canada Ltd. | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 46 pp-f | ES - 7 construction sites with Dywidag micropiles | Canada | 2004 |
| CEN TC 288 | European Standard EN 14199:2004 Execution of special geotechnical works – Micropiles Date: 2004-12 | Secrétariat: AFNOR, 93571 Saint-Denis La Plaine Cedex, France | European Community | 2004 | |
| Koskinen M., Rantala J. | The PYRAMIT Project | Proc. IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 15 pp-f | AA, AR - field tests of Titan, RD piles; micropile foundations, vertically large, slender structures | Finland | 2004 |
| Lehtonen J. | Introduction to Micropile Activities in Nordic Countries | Proc. IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 7 pp-f | GO – applications, Nordic countries | Finland | 2004 |
| Lehtonen J. | Quality Assurance of Drilled Micropiles in Finland | Proc. IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 12 pp-f | SR – instructions, drilled piling, guidelines for design and implementation | Finland | 2004 |
| Lehtonen J. | DATU, Database on Turku Underpinning Projects | Proc. IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 28 pp-f | GT – applications, database Turku | Finland | 2004 |
| Lehtonen J., Harjula M. | The PYRAMIT Project and the Latest Laboratory Tests of Micropiles at TUT | Proc. IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 28 pp-f | AA, AR - laboratory tests, rd / rr csg piles, shaft resistance, loose soil material | Finland | 2004 |
| Estephan R., Frank R. | Analyse du comportement d’un réseau élémentaire de micropieux : effet de l’inclinaison | Proc. Int. Geot.Colloquium, Beyrouth, May, pp.573-578. | France | 2004 | |
| Frank R. | Present Issues in Design and Construction of Micropile Systems | Proc. IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 17 pp-f | SR - standards and effects of execution | France | 2004 |
| Sadek M., Shahrour I. | Three-dimensional Finite Element Analysis of the Seismic Behavior of Inclined Micropiles | Soil Dynamics and Earthquake Engineering 24 (2004) 473–485 | France | 2004 | |
| Sadek M., Shahrour I., Mroueh H. | Analysis of the Influence of Micropile Inclination on their Response to Lateral Loading – Analyse de l’influence de l’inclinaison des micropieux sur leur réponse à un chargement latéral | Proc. Int. Conf. on Geotechnics, Beyrouth 2004 , ISBN 9953-0-02552- 5, pp. 323 – 328 | France | 2004 | |
| Schlosser F., Frank R. | Contribution to Session on : – case histories, and – strategies for database construction | Proc. IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 18 pp-f | GT - site result, curves derived from big quantity of test results | France | 2004 |
| Schlosser F. | Practice and Research on Micropile Groups and Networks | Proc. IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 53 pp-f | GT- practice and research, groups and networks, recent developments, examples | France | 2004 |
| Shahrour I., Juran I. | Seismic Behavior of Micropile Systems | Ground Improvement Journal, Vol. 8, Issue 3, pp. 109-120, | France | 2004 | |
| Herbst T.F. | A Further Step to the Data Base on Micropiles | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 24 pp-f | GO - proposal for a lay-out of a data base | Germany | 2004 |
| Herbst T.F. | International List of References for Micropiles | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 37p. | GO - Data base : 37 pages, 363 entries, status 16.06.2004 | Germany | 2004 |
| Ischebeck E.F. | From Pipe Roofing to Composite Pile Roofing – First Site Experiences with Micropiles TITAN 40/16 | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 15 pp-f | DT - design and application for tunnel roofing | Germany | 2004 |
| Rebstock D. | Hypoplastic Simulation of Piles and Column Foundations. | Proc. 16th European Young Geotechnical Engineers Conference EYGEC,. ÖIAV, Wien.(eds. H. Brandl, F. Kopf), S.303-312. | RR - research | Germany | 2004 |
| Vogt N. | Buckling of Micropiles in Soils with Low Shear Strength, Theory and Actual State of Experimental Research | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 39 pp-f | RR - research and laboratory full scale tests | Germany | 2004 |
| Wimmer H., Ettinger R. | Analysis of Bearing Load of Micropiles in Soft Cohesive Soils – Traglastberechnung von schlanken Verpresspfählen in weichen bindigen Böden | Journal Bautechnik, 81. Jahrgang, Heft 5, Ernst & Sohn Verlag, pp. 353-356. | RR | Germany | 2004 |
| Fukui J. | Micropiles in Japan | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 43 pp-f | RR, AS - design, research, application in Japan | Japan | 2004 |
| Ishida M. | Specifications for Highway Bridges | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 13 pp-f | SR - seismic design requirements | Japan | 2004 |
| Maruyama O., Hoshiya M., Otani Y. | Probability Study for a High-Capacity Micropile Horizontal Bearing Mechanism | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 17 pp-f | AR,PD - conventional to partial factor design for compression and horizontal loads | Japan | 2004 |
| Morimasa S. | Topics on Micropiles in Japan | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 12 pp-f | AS - 2 construction exemples, | Japan | 2004 |
| Otani Y., Hoshiya M. | Construction of Data Base for High-Capacity Micropile Method | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 12 pp-f | GT - data-base for better design | Japan | 2004 |
| Sagara M., Hayashi J. | Quality Control of High Capacity Micropiles | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 26 pp-f | AS - seismic retrofit construction of a service water pond at kameido in tokyo | Japan | 2004 |
| Yamane T. | Micropile to Concrete Connection | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 12 pp-f | DT - micropile – precast concrete element connection | Japan | 2004 |
| Videoclip: Bridge construction under rail traffic in Spain (Barcelona –Zaragoza line) | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, winamp | ES - bridge construction under rail traffic | Spain | 2004 | |
| Turner M. | Micropiles – UK Trends | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 13 pp-f | GT - application trends | U.K. | 2004 |
| Turner M. | Pile Testing | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 18 pp-f | RR - values from load tests related to pile length | U.K. | 2004 |
| Turner M. | Pile Testing (Dynamic Load Testing) | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 19 pp-f | RR - comparison between static and dynamic load tests | U.K. | 2004 |
| Woodfield P. | Branlow Piling Solutions | Proc. 6th IWM 2004, Tokyo, on CD, ADSC Tech.Library, Dallas TX, USA, 7 pp-f | AA - examples of 3 construction sites | U.K. | 2004 |
| Turner M.J. | Micropile Practice in the UK | Proc. 3rd IWM Turku, Tampere Univ. of Techn., Geotechnical Laboratory Public.49, 6p. | U.K. | 2000 | |
| Woodfield P. | Branlow Foundation Solutions | Proc. 3rd IWM Turku, Tampere Univ. of Techn., Geotechnical Laboratory Public.49; 5p. | U.K. | 2000 | |
| Armour T. | American Micropile Practice | Proc. 3rd IWM Turku, Tampere Univ. of Techn., Geotechnical Laboratory Public.49; 37p. | USA | 2000 | |
| Bruce D.A. | Full Scale Field Tests on Single Micropiles and Networks of Micropiles of Titan and Expander Body Type | Proc. 3rd IWM Turku, Tampere Univ. of Techn., Geotechnical Laboratory Public.49; 4p. | USA | 2000 | |
| Juran I., Benslimane A., Hanna S. | Engineering Analysis of the Dynamic Behavior of Micropile Systems | Proc. 3rd IWM Turku, Tampere Univ. of Techn., Geotechnical Laboratory Public.49; 20p. | USA | 2000 | |
| Long J. H., Hunt T. E., Leoro B. W. | Micropiles for Seismic Retrofits. | Univ. Illinois, Illinois, Technical Memorandum for PWRI Japan | USA | 2000 | |
| Traylor R. | Micropiles in the USA | Proc. 3rd IWM Turku, Tampere Univ. of Techn., Geotechnical Laboratory Public.49; 6 p. | USA | 2000 | |
| Zubeck H. | Helical Piers in Frozen Ground | Proc. 3rd IWM Turku, Tampere Univ. of Techn., Geotechnical Laboratory Public.49; 5 p. | USA | 2000 | |
| Eronen S. | Drilled Steel Pipe Piles in Underpinning and Bridge Foundations | Lisensiaatintyö, pp170 | DT - application, steel foundation, underpinning of houses | Finland | 2001 |
| Finnish Road Administration | Instructions for Drilled Piling Design and Execution Guide Guidelines for design and implementation | Edita Prima Oy Helsinki 2003, 71p. | SR - guideline, instruction, design, execution, road administration | Finland | 2001 |
| Lehtonen J. | Design and Execution of CSG Piles | TTKK:n paaluseminaari, TUT, | SR - simultaneous, continuous grouting | Finland | 2001 |
| Lehtonen J., | Shaft Bearing Micropiles | lisensiaatin tutkimus, Tampereen teknillinen korkeakoulu, pohja- ja maarakenteiden laboratorio | RR - simultaneous, continuous grouting | Finland | 2001 |
| Lehtonen J., Rantala J., Eronen S., Koskinen M. | Finnish Experiences from Superstructures Supported Directly on Steel Piles | Proc. 15th ICSMGE Istanbul | DT - direct load on micropiles, bridge superstructure | Finland | 2001 |
| Francis R., Le Kouby A., Canou J., Dupla J.-C. | Comportement de pieux modèles soumis à des chargements cycliques | Proc.15ème ICSMG, Istanbul, Turkey, août, Vol.2, 3 p. | France | 2001 | |
| Ousta R., Shahrour I., | Three-dimensional analysis of the seismic behavior of micropiles used in the reinforcement of saturated soils | “Int. Journal for Numerical and Analytical Methods in Geomechanics”, No 25, 14 p | France | 2001 | |
| Plumelle C., Gangneux P., Frank R., Canou J., Estephan R., Foray P. , Garnier J. | Différentes approches du comportement des groupes et des réseaux de micropieux, en modèle réduit, en modèle centrifugé et en vraie grandeur | Proc. 15ème ICSMG, Istanbul, Turkey, Vol.3, 7 p. (version incomplète) et en : «Recherche et innovation en génie civil, les entretiens du RGCU», Revue française de génie civil, vol. 6, Hors série 2002, 22 p. | France | 2001 | |
| Sadek M., Shahrour I. | Étude du comportement des micropieux sous chargement sismique | Congrès Français de Mécanique, Nancy, Sept., CD, papier No 522, 5 p | France | 2001 | |
| Shahrour I., Sadek M., Ousta R. | Analyse du comportement dynamique des micropieux utilisés comme éléments de fondations | Revue «Travaux», No 772, p.39 | France | 2001 | |
| Shahrour I., Sadek M., Ousta R. | Three-dimensional finite element modeling of the seismic behavior of micropiles used as foundation support elements" | “Transportation Research Record”, Journal of the Transportation Research Board, Record 1772, Dec., USA, 7 p | France | 2001 | |
| Falk E. | Micropiles as Part of an Eye-catching Underpinning in the Center of Lisbon – Kleinbohrpfähle als Elemente einer spektakulären Unterfangung im Zentrum von Lissabon | Mitteilung des Instituts für Grundbau und Bodenmechanik der Technischen Universität Braunschweig, Heft (Publ.)65 | Germany | 2001 | |
| Weber K. | The Novel Micropile Soil-Jet-GEWI – Neuartiger Verpreßpfahl System Soil-Jet-GEWI | Mitteilung des Instituts für Grundbau und Bodenmechanik der Technischen Universität Braunschweig, Heft (Publ.)65 | Germany | 2001 | |
| Kishishita T. et al. | Shaking Table Test of an Existing Foundation Reinforced with Micropiles (in Japanese) | Fujita Technical Research Report, no. 37; 8p. | Japan | 2001 | |
| Sagara M. et al. | Lateral Loading Test for a Model of Micropiles Foundation on Slope Ground (in Japanese) | Fujita Technical Research Report, no. 37; 6p. | Japan | 2001 | |
| Sagara M. et al. | Research Concerning Application of Micropile Foundation on Mountains (in Japanese) | Fujita Technical Research Report, no. 37, 6p. | Japan | 2001 | |
| Cadden A.W., Bruce D.A., Ciampitti L.M. | Micropiles in Karst: a Case History of Difficulties and Success | Foundation and Ground Improvement, Proc. of Specialty Conf., ASCE Blacksburg, VA, June, Geotechnical Special Publ. No.113, 12 p | USA | 2001 | |
| DFI Micropile Committee | Guide to Drafting a Specification for High Capacity Drilled and Grouted Micropiles for Structural Support | Deep Foundations Institute, Oct., 37 p | USA | 2001 | |
| Mason, J.A, Bruce, D.A. | Lizzi’s structural system retrofit with reticulated internal reinforcement method | US DOT, Transportation Research Record, No. 1772: p.107-114 | USA | 2001 | |
| Walkington R., Wolosick J. R. et al. | Drilled and Grouted Pipe Pile Foundation for Department of Energy – Spallation Neutron Source Target Building, Oak Ridge, Tennessee | Proc. 26th Annual Meeting, Deep Foundations Institute, St. Louis, MO, 10 p. | USA | 2001 | |
| Aschenbroich H. | Injection Boring Titan Micropiles for Structural Support and Seismic Applications in North America | Proc. 4th IWM 2002, Venice, on CD, ADSC Tech.Library, Dallas TX, USA, 45pp-f | Canada | 2002 | |
| Borel S. | Paramètres de dimensionnement et paramètres de prévision du comportement réel d’un ouvrage : l’exemple du comportement d’un mur antibruit | Proc. Int. Symp. Identification et détermination des paramètres des sols et des roches pour les calculs géotechniques, PARAM 2002, Paris, Sept. | France | 2002 | |
| Cyna H., Schlosser F., Frank R., Plumelle C., Estephan R., Altmayer F., Goulesco N., Juran I., Maurel C., Shahrour I., Vezole P. Translation : Juran I., Jahir H., Weinstein G., Sourisseau L. | FOREVER Synthèse des résultats et recommandations du Projet National sur les micropieux (Synthesis of the Results and Recommendations of the French National Project on Micropiles) (1993-2001), Chapitres (Chapters) 1 – 5 : – Techniques – Comportement élémentaire des micropieux (Elementary behavior of micropiles) – Groupes de micropieux (Groups of micropiles) – Réseaux de micropieux (Networks of micropiles) – Comportement sismique des micropieux (Seismic behavior of micropiles) | Operation du Réseau Génie Civil et Urbain, IREX, Septembre 2002, 308p. English Translation: ICGI, Polytechnic University, Brooklyn, N.Y., USA, 2004 for: - DOT, FHWA, Washington, D.C., USA - ADSC, Dallas TX, USA | France | 2002 | |
| Estephan R. | Contributions aux méthodes de calcul des groupes et des réseaux de micropieux. | Thèse de Doctorat de l’ ENPC | France | 2002 | |
| Sadek M.; Shahrour I. | Three-dimensional finite element analysis of the seismic behavior of inclined micropiles | NUMGE 2002, Paris, Sept. | France | 2002 | |
| Groneck P.B., Bruce D.A.; GreenmanJ.H., Bingham G. | Pin Piles Save Silos. | Journal „Civil Engineering“, Vol. 63, 9/1993, September, ASCE, 3 p | USA | 1993 | |
| Kenny J.R., Bruce D.A., Bjorhovde R. | Behavior and Strength of Composite Tubular Columns in High-Strength Steel, | Research Report No. ST-13 Department of Civil Eng., University of Pittsburgh, Pittsburgh, PA, April. | USA | 1993 | |
| Pearlman S.L., Wolosick J.R., Gronek P.B. | Pin Piles for Seismic Rehabilitation of Bridges | Proc. 10th Annual Int. Bridge Conf., Pittsburgh, PA, June | USA | 1993 | |
| Maire du Poset A. | Etude du comportement des micropieux isolés et des groupes de micropieux sous sollicitations axiales en chambre d’étalonnage | Mémoire du DEA Mécanique, Laboratoire Sols, Solides, Structures, Institut National Polytechnique de Grenoble, septembre | France | 1994 | |
| Maleki K., Frank R. | Groupes de Pieux Chargés Axialement. | Projet National FOREVER, Programme 1993, CERMES, Juin. | France | 1994 | |
| Herbst T.F. | The GEWI-Pile, a Micropile for Retrofitting, Seismic Upgrading and Difficult Installation | Proc. Int. Conf. on Design and Construction of Deep Foundations, Orlando, FL, USA, org. by FHWA Washington, USA, 18p. | AA – description of technology and application | Germany | 1994 |
| Lizzi F. | The Reinforced Soil in the Future of Geotechnics | Proc. SEAG and AIT Symp. on Developments in Geotechnical Engineering, Bangkok, Thailand, Jan. | Italy | 1994 | |
| Sakai K. et al. | Effect of Micropile to Restrain Settlement of Sidewall during Tunnel Excavation (in Japanese) | 29th Soil Mechanics Meeting for Presenting Research Papers, p 2001 | Japan | 1994 | |
| Bruce D.A., Wolosick J.R., Rechenmacher A.L. | Researches into the Behavior of High Capacity Pin Piles | Proc. Int.Conf.on Design and Construction of Deep Foundations, FHWA, Orlando, FL, Dec. 1994 , 23 p. | USA | 1994 | |
| Rezende M.E. | Analise de recalques de grupos de estacas escavadas de pequeno diametro atraves de provas de carga in-situ e em modelos centrifugados | Tese de Doutor em Geotechnia, Universidade de Sao Paulo, EESC, 233 p | Brazil | 1995 | |
| Maléki K. | Contribution à l’étude du comportement des micropieux isolés et en groupe | Thèse de doctorat de l' ENPC, 6 juin, 350 p | France | 1995 | |
| Youssef E., Degny E., Garnier J., Frank R. | Etude expérimentale et théorique du flambement des pieux | Proc. 11th African Regional Conf. on Soil Mechanics and Foundation Engineering, Cairo, Dec. vol.3, 8 p | France | 1995 | |
| Youssef E., Degny E., Garnier J., Frank R. | Etude expérimentale et théorique du flambement des pieux | Proc. 11th African Regional Conf. on Soil Mechanics and Foundation Engineering, Cairo, December, vol. 3, pp. 107-114 | France | 1995 | |
| Kasselman J. | Self Drilling Injection Anchors, Nails and Micropiles Wiborex – Selbstbohrende Injektionsanker, – Nägel und Mikropfähle Wiborex. | Anker in Theorie und Praxis, (ed. Widmann), Balkema, Rotterdam, pp. 325-334. | Germany | 1995 | |
| Kurahara et al. | The Effectiveness of Micropiles as Support (in Japanese) | Proc. Japan Nat. Conf. on Soil Mechanics and Foundation Engineering | Japan | 1995 | |
| Bruce D.A., Chu E.K. | Micropiles for Seismic Retrofit | Proc National Seismic Conf. on Bridges and Highways, Dec., Spons. by FHWA and Caltrans, San Diego, CA., 7p | USA | 1995 | |
| Bruce D.A., Dimillio A.F., Juran I. | A Primer on Micropiles | Journal “Civil Engineering”, Vol. 65, 12/1995, ASCE, 4 p | USA | 1995 | |
| Bruce D.A., Dimillio A.F., Juran I. | Introduction to Micropiles: An International Perspective, Foundation Upgrading and Repair for Infrastructure Improvement | ASCE, GPS 50, pp.1-26 | USA | 1995 | |
| BustamanteM., Gianesselli L., Ledoux J-L. | Underpinning of Bordeaux Pont de Pierre : a First Empire masonry bridge". | Proc. Int. Symp. Geotechnic. Engng for the Preservation of Monuments and Historic Sites, Naples, Italy, Oct., 9 p | France | 1996 | |
| Francis R., Canou J., Dupla J.C., Belmont G. | Group effects of model micropiles in sand | Proc. 7th Australia-New Zealand Conf. on Geomechanics, Adelaide, Australia, Vol.7, No.1, 6 p | France | 1996 | |
| Aminbaghai M. Rubin H. | Buckling Load of Bars with Elastic Support and Linear Load Distribution – Knicklast elastisch gebetteter Stäbe mit linearem Druckkraftverlauf | Journal „Bauingenieur“ 71, Jg (1969) pp. 321-328, | RR - | Germany | 1996 |
| Meek J. W. | Buckling of Micropiles in Soft Cohesive Soils – Das Knicken von Verpreßpfählen mit kleinem Durchmesser in weichem, bindigem Boden | Journal „Die Bautechnik“. Ausgabe B, Jg. 73 (1996), Nr.3, 7 p., ISSN: 0341- 1052 | Germany | 1996 | |
| Placzek D., Köther M., Wilden U. | Bearing Capacity of Different Types of Micropiles – Zum Tragverhalten verschiedener Pfahlsysteme mit kleinem Durchmesser, | Proc. Baugrundtagung 1996 in Berlin, DGGT, Verlag Glückauf, Essen, S 165-183. | Germany | 1996 | |
| Ueblacker G. | Portland Westside Lightrail Corridor Project Micropile Retaining Wall | Journal “Foundation Drilling”, Nov., 5 p | USA | 1996 | |
| Eronen S., Hartikainen J., Lehtonen J. | Improved Competitiveness of Drilled Piling | Journal Rakennustekniikka 6/97 | DT - DTH drilled piles (RD piles) | Finland | 1997 |
| Koskinen M. | Composite Action of Steel Pipe Pile | Research Report, pp 27 | RR - shear strength between steel and concrete, test results | Finland | 1997 |
| Lehtonen J. | Steel Properties for Micropile Design | Proc.1st IWM 1997, Seattle, DFI, N.J.,USA, 6p. | SR - steel grades, comparison | Finland | 1997 |
| Muhra H. | Micropiles in Northern and Middle Europe | Tampere University of Technology, Geotechnical Laboratory, Publication 39, 71p. | AA - application, Northern and Middle Europe | Finland | 1997 |
| Francis R. | Etude du comportement mécanique de micropieux modèles en chambre d’étalonnage. Application aux effets de groupe | Thèse de doctorat de l'Ecole nationale des ponts et chaussées, 27 octobre, 386 p. | France | 1997 | |
| Francis R., Canou J., Dupla J.C., Lerat P. | Feasability of using metallic micropiles for soil reinforcement | Proc. Int. Conf. on Rehabilitation and Development of Civil Eng. Infrastructure Systems, Beirut, Libanon, 9 p | France | 1997 | |
| Ho C.L., Coyne A.G., Canou, J | Model tests of micropiles network applied to slope stabilization | Proc. 14th ICSMFE, Hamburg, Germany, Sept.,vol.2, 4 p | France | 1997 | |
| Maléki K., Frank R. | Une approche pour le calcul des groupes de micropieux chargés axialement | Proc. 14th ICSMFE., Hamburg, Germany, Sept., vol.2, 4 p | France | 1997 | |
| Nguyen Quang Tri | Etude du comportement des micropieux sous charges horizontales cyclique | Rapport de D.E.A., Institut National Polytechnique de Grenoble, Ecole Doctorale de Mécanique, juillet. | France | 1997 | |
| Ischebeck E. | Experiences with Drilled Titan-Micropiles – Erfahrungen mit gebohrten Verpresspfählen Titan | Proc. Pfahl-Symposium, Braunschweig1997, ISBN: 3-927610-43-7 | Germany | 1997 | |
| Kudella P., Huber G., Wahrmund H. | Prestressed GEWI-Micropiles for Uplift Securing – Bearing Behaviour and Load Measurement – Vorgespannte GEWI-Auftriebspfähle- Tragverhalten und Kraftmessung | Journal Geotechnik Vol. 20, Heft 3, pp 178-193. | Germany | 1997 | |
| Muhra H., Schmidt H.-G. | Micropiles in Northern and Western Europe – Mikropfähle in Nord- und Mitteleuropa. | Journal Geotechnik, Vol. 20, Heft 3, pp. 216-219. | Germany | 1997 | |
| Peter M., Jan S., Vögeli J. | Weir Reinforcement with Micropiles – Wehrverstärkung mit Mikropfählen | Journal „Wasser, Energie, Luft - eau, energie, air“, Jg. 89 (1997), Nr.7/8, 6 p., ISSN: 0377-905X | Germany | 1997 | |
| Martis M. | Small diameter piles: a special application – Pali di piccolo diametro: un’applicazione particolare | CGT 97. I pali e le fondazioni su pali; Politecnico di Torino, T.; Regione Piemonte Eds. Politecnico di Torino: Torino | Italy | 1997 | |
| Tatsuta M., Shioi Y., Kimura M., Shimazu A., Yoshida E., Takano K. | Experimental Study on Ultimate Behavior of Steel Pipe Pile Group | Proc.1st IWM 1997, Seattle, DFI, N.J.,USA, 15p. | Japan | 1997 | |
| Tatsuta M., Shioi Y., Kimura M., Shimazu A., Yoshida E., Takano K. | Experimental Study on Ultimate Behavior of Steel Pipe Pile Group | Proc.1st IWM 1997, Seattle, DFI, N.J.,USA, 15p. | Japan | 1997 | |
| TsukadaY., Ichimura Y. | Micropiles in Japan: Present Status and Future Prospects | Proc.1st IWM 1997, Seattle, DFI, N.J.,13p. | Japan | 1997 | |
| Turner M.J. | Review of Grout Material Properties and Grouting Methods for Micropiles | Proc.1st IWM 1997, Seattle, DFI, N.J.,USA, 30p. | U.K. | 1997 | |
| Armour T., Groneck P. | Micropile Design and Construction Guidelines Implementation Manual | US DOT, FHWA, Priority Technologies Program, FHWA-SA-97-070, Wash.DC | USA | 1997 | |
| Bromen-schenkel | Seismic Design Using Micropiles – Route 24/580/980 | Proc.1st IWM 1997, Seattle, DFI, | USA | 1997 | |
| R.J. | Retrofit Project -Abstract- | N.J.,USA, 5p. | 0 | ||
| Bruce D.A., Juran I. | Drilled and Grouted Micropiles: State-of-Practice Review | US DOT, FHWA-RD- 96 -016 to -019, Vols.1-4, Washington DC | USA | 1997 | |
| DFI (USA) FHWA(USA) JAM (Japan) | IWM 1997 1st International Workshop on Micropiles, Seattle WA | Proc. 1st IWM 1997, FHWA, ADSC Technical Library, Dallas TX | USA | 1997 | |
| Mason J. | Seismic Design Concepts and Issues for Reticulated Micropile Foundation Systems | Proc.1st IWM 1997, Seattle, DFI, N.J.,USA, 27p. | USA | 1997 | |
| Pearlman S.L., Richards T.D., Wise J. D., Vodde W. F. | Pin Piles for Bridge Foundations – A Five Year Update | Proc. 14th Annual Int. Bridge Conf., Pittsburgh, PA, June. | USA | 1997 | |
| Korkeakoski P. | Jacked Steel Pipe Piles in Underpinning. | DFI 98 Int. Conf. and Exhibition on Piling and Deep Foundations, Vienna. | DT - jacked piles, case histories | Finland | 1998 |
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| Röder K., Richter T., Baumgarten H. Markgraf H. | Stabilization of a Foundation with Single Micropiles and Micropile Walls – Fundamentsicherung durch Einzelverpreßpfähle und Stabwände | Journal „Bauinformation Wissenschaft und Technik“, Jg. 32 (1989), Nr.5, 2 p., ISSN: 0323-8490 | Germany | 1989 | |
| Cantoni R. T., Collota V.N., Ghionna P.C., Moretti. | A Design Method For Reticulated Micropile Structure in Sliding Slopes | Journal “Ground Engineering”, May 1989, U.K., 7 p | Italy | 1989 | |
| Dente G. | Underpinning three buildings using “ropress” micropiles – Sottofondazione di tre edifici mediante micropali ropress | AGI, A.G.I. Ed. AGI: Taormina, 10 p. | Italy | 1989 | |
| Lizzi F. | Consolidation of buildings and soils – Il consolidamento del terreno e dei fabbricati | Dario Flaccovio Editore, 132 p | Italy | 1989 | |
| Vielmo I. | Micropiles: structural and technological aspects – Micropali: aspetti strutturali e tecnologici | AGI, A.G.I. Ed. AGI: Taormina, 6 p. | Italy | 1989 | |
| Wrench B.P., Heiz W., Salerno G. | Underpinning a Multi Storey Building Using Micropiles | Proc. ICSMFE Rio de Janeiro, Vol.2, 8 p. | Italy | 1989 | |
| Bruce D.A | Aspects of Minipiling Practice in the United States | Journal “Ground Engineering”, Vol. 22, 1/1989, U.K., 5 p | USA | 1989 | |
| Bruce D.A. | American Developments in the Use of Small-Diameter Inserts as Piles and In Situ Reinforcement | DFI Int. Conf. on Piling and Deep Foundations, May, London. 12 p | USA | 1989 | |
| Heim R. | Building Extension in the City Center, Construction of a Basement for Building Limmatquai 92 in Zurich – Gebäudeerweiterung im Stadtkern. Umbau und Unterkellerung Geschäftshaus Limmatquai 92, Zürich | Journal „Schweizer Ingenieur und Architekt“, Jg. 108 (1990), Nr.4, 7 p | Switzerland | 1990 | |
| Turner M.J., Wilson D.J. | Micropiles at Albert Docks, Liverpool | Journal “Ground Engineering”, Vol. 23, No.5, Sept, 5 p | U.K. | 1990 | |
| Bruce D.A., Pearlman S. L., Clark J.H. | Foundation Rehabilitation of the Pocomoke River Bridge, Maryland, Using High Capacity Preloaded Pinpiles,” | Proc., 7th Annual Int. Bridge Conf., Pittsburgh, PA, June 9 p | USA | 1990 | |
| Pelzl M. | Ductile Cast Iron Piles – Ductile Gußeisenpfähle | Proc. 6. Christian Veder Kolloquium, Techn. Universität Graz, 10p. | DP | Austria | 1991 |
| Reiffenstuhl H. | Micropile with Precompressed Steel Core (Active Pile) – Kleinbohrpfahl mit auf Druck vorgespanntem Stahlkern (Activpfahl) | Proc. 6. Christian Veder Kolloquium, Techn. Universität Graz, 8p. | DT - precompressed Micropile | Austria | 1991 |
| Schippinger K., FuchsbergerM. | In-situ Measurements for Active-Piles (Micropiles), Load Transfer to the Ground – In-situ Messungen an Aktivpfählen (Kleinbohrpfählen), Krafteinleitung in den Boden | Proc. 6. Christian Veder Kolloquium, Techn. Universität Graz, 22p. | RR - test loading in situ | Austria | 1991 |
| BustamanteM., Bondu A. | Données expérimentales sur la portance des micropieux scellés dans les sols coralliens | Colloque international ENPC "Fondations Profondes", Paris, 8 p. | France | 1991 | |
| Heibaum M. H. | Micropiles for Tension Anchorage – Considerations relating to the Overall Safety and Required Length – Kleinbohrpfähle als Zugverankerung – Überlegungen zur Standsicherheit und zur Ermittlung der erforderlichen Länge. | Proc. 6. Christian Veder Kolloquium, Technische Universität Graz, Austria, 19p. | PD – design of Pile length | Germany | 1991 |
| Herbst T.F. | GEWI-Pile (Micropile), a Modern Pile Element – Der GEWI-Pfahl, ein modernes Pfahlbauelement. | Proc. 6. Christian Veder Kolloquium, Technische Universität Graz, Austria, 23p | DT – description of product and technology | Germany | 1991 |
| Placzek D. | Micropiles for Securing and Retrofitting of the Foundations of Historic Buildings – Verpresspfähle als Sicherungs- und Instandsetzungselement für historische Bauwerksgründungen. | Proc. 6. Christian Veder Kolloquium, Technische Universität Graz, Austria, 16p. | AA – retrofitting of historic buildings | Germany | 1991 |
| Rizkallah V., Bayersdorf A., Harder H. | Experiences Collected during Rehabilitation Works with SVV Piles – Erfahrungen bei der Gründungssanierung mit SVV- Pfählen. | Proc. 6. Christian Veder Kolloquium, Technische Universität Graz, Austria, 11p. | DT – description and application | Germany | 1991 |
| Rodatz W. | Bearing Capacity of Micropiles for the Retrofitting of Historic Buildings – Tragfähigkeit von Verpresspfählen mit kleinem Durchmesser für die Sanierung historischer Gebäude | Final Report Abschlussbericht, Institut für Grundbau und Bodenmechanik der TU Braunschweig. | Germany | 1991 | |
| Sperling G. | Use of Long Micropiles for the Retrofitting of the Foundation of the Neue Museum in Berlin – Einsatz langer Mikropfähle bei der Gründungssanierung des Neuen Museums in Berlin | Proc. 6. Christian Veder Kolloquium, Technische Universität Graz, Austria, 18p. | AA – retrofitting of old foundation | Germany | 1991 |
| Bodnar G., Kunz H. | Use of Micropiles for Retrofitting – Verwendung von Mikropfählen für Sanierungszwecke | Journal „Schweizer Ingenieur und Architekt“, Jg. 109 (1991), Nr.47, pp.1132-1137 | Switzerland | 1991 | |
| Schippinger K. | The Load Transmission in Active Piles with Precompressed Steel Core – Der Kraftfluss im Kleinbohrpfahl mit auf Druck vorgespanntem Stahlkern (Activpfahl) | Techn. Universität Graz, Institut für Grundbau, Bodenmechanik und Felsmechanik, Heft 9 | Austria | 1992 | |
| Neidhardt H. | High Capacity Drilled Tension Micropiles Hochbelastbare, gebohrte Zugpfähle | Journal “Hansa”, Jg. 129 (1992), Nr.8, S.812-814, Abb., ISSN: 0017-7504 | Germany | 1992 | |
| Heim R. | Underground Crossing at Zurich Central Railway Station – Passage Bahnhofstraße, Unterquerung des Südtrakts. Der Zürcher Hauptbahnhof. Restaurierung, Umbau, Erweiterung | Journal „Schweizer Ingenieur und Architekt“, Jg. 110 (1992), Nr.21, 4p | Switzerland | 1992 | |
| Barley A.D., Woodward M.A. | High Loading of Long Slender Minipiles | Proc. ICE Conf. on Piling: European Practice and Worldwide Trends, Thomas Telford, London, pp. 131-136 | U.K. | 1992 | |
| Bruce D.A. | Recent Progress in American Pin Pile Technology | Proc. ASCE Conf. on Grouting, Soil Improvement, and Geo-synthetics, New Orleans, Louisiana, Feb.,13p | USA | 1992 | |
| Bruce D.A. | Recent Advances in American Pinpiling Practice | Proc. ICE Conf. Piling: European Practice and Worldwide Trends. London, April, 8 p. | USA | 1992 | |
| Bruce D.A. | Two New Specialty Geotechnical Processes for Slope Stabilization | ASCE Specialty Conf. on Stability and Performance of Slopes and Embankments – II, July. Berkeley, CA, 15 p | USA | 1992 | |
| Bruce D.A., Hall C.H., Triplett R.E. | Structural Underpinning by Pinpiles. | Proc. 17th DFI Annual Meeting, New Orleans, LA. October, 32 p | USA | 1992 | |
| Bruce D.A., Gemme R. | Current Practice in Structural Underpinning Using Pinpiles | Proc. New York Met Section, ASCE Seminar, New York, April, 46 p | USA | 1992 | |
| Pearlman S. L., Wolosick, J. R. | Pin Piles for Bridge Foundations | Proc. 9th Annual Int. Bridge Conf., Pittsburgh, PA, June | USA | 1992 | |
| Schippinger K.; Schweiger H.F. | Load – Settlement Behaviour of a Micropile – Site Investigations and Analysis – Last-Setzungsverhalten eines Kleinbohrpfahles – Feldversuche und numerische Berechnung | Journal „Bautechnik“, Jg. 70 Nr.9, Germany, 12 p., ISSN: 0341-105 | Austria | 1993 | |
| Rodio | Brindisi ENEL Power Plant: High-Capacity Micropiles | Internal Technical Report, Milan, Italy | Italy | 1993 | |
| Brittsan D., Speer D. | Pile Load Test Results for Highway 280 Pile Uplift Test Site | DFI and CALTRANS Specialty Seminar, Sept. 1993 | USA | 1993 | |
| Bruce D.A., Bjorhovde R., Kenny J.R. | Fundamental Tests on the Performance of High Capacity Pin Pilessm | Proc. 18th Annual DFI Conf. Pittsburgh, PA, October, 33 p | USA | 1993 | |
| Bruce D.A., Pearlman S.L., Wolosick J.R. | Support of Bridge Piers by High-Capacity Pin Pilessm | Proc. National Earthquake Conf., Memphis, TEN, May, Vol. II, 11 p | USA | 1993 | |
| Caltrans | Caltrans Pile Load Test Results at a Deep Bay Mud Site Using Various Pile Types – I-280 San Francisco: Results and Seismic Design Guidelines | Proc. DFI and Caltrans Specialty Seminar, Sacramaneto, CA, October, 44 p | USA | 1993 | |
| Walter H. | Buckling of Point Bearing Piles – Das Knickproblem bei Spitzenpfählen | Proc. Baugrundtagung, 1951 | RR - | Germany | 1951 |
| Bjerrum L. | Norwegian experiences with steel piles to rock | Journal «Géotechnique», Vol.7, 24 p. | Norway | 1957 | |
| Brandtzaeg A., Harboe E. | Buckling Tests of Slender Steel Piles in Soft, Quick Clay | Proc. 4th ICSMFE, London, UK | Norway | 1957 | |
| Fondedile Soc. An. | Underpinning by root piles (patented) – Sottofondazioni a Pali Radici (Brevettati) (with 1st application of pali radici at A.Angiulli school in Naples 1952) | Company brochure with references of sites | Italy | 1958 | |
| Vik B. | Buckling of Point Bearing Piles – Über das Knickproblem bei Spitzenpfählen | Journal „Der Bauingenieur“ 37, Jg (1962), Heft 1 | RR - | Germany | 1962 |
| Lizzi F. | Root Pattern Piles Underpinning | Symp. on Bearing Capacity of Piles, Roorkee, “Cement and Concrete Magazine”, India | Italy | 1964 | |
| Hoadly, P.J., Francis, A.J., Stevens,L.K., Trollope, D.H. | The Buckling of Slender Piles under Complex Loading | Proc. 3rd Conf. Australian Road Research Board, Sydney, Australia | U.K. | 1966 | |
| Mascardi C., Tornaghi R. | Foundations for the cover over the S. Tecla Basilica ruins – Fondazioni per la copertura delle vestigia della basilica di S.Tecla | Atti dell’ VIII Convegno di Geotecnica, Cagliari, also by: Rodio S.p.A., Milano | Italy | 1967 | |
| Mascardi C. | High Capacity micropiles – Micropali di elevata capacita portante | “Revista Italiana di Geotecnica”, 4- 1968, 8.p. | Italy | 1968 | |
| Bourdon, C. | Flambement des pieux en milieu élastique | Revue « Le Génie Civil », 3/1969 | France | 1969 | |
| De Marco, G. | Design of foundation piles subjected to eccentric and axial loads – Il calcolo dei pali di fondazione sottoposti a carichi eccentrici ed a forze normali all’asse | Journal “Ingegneria Ferroviaria”, 4/1969 | Italy | 1969 | |
| Rodio S.p.A, (Mascardi C.) | Prestressing of Tubfix micropiles – Precompressione dei micropali Tubfix | Ing.Giovanni Rodio & C.S.p.A, Milano - Casalmaiocco, Nota technica n° 16'000, | Italy | 1969 | |
| Frank A. | Bearing Capacity of Root Piles (Micropiles) and Applications – Tragfähigkeit von Wurzelpfählen mit Anwendungsbeispielen | Proc. Baugrundtagung 1970, Düsseldorf, pp.143, | Germany | 1970 | |
| Bondioli S. | Special patented techniques for the foundations of two viaduct piers using micropiles. – Tecniche particolari brevettate per le fondazioni delle pile di due viadotti a mezzo di micropali Tubfix e Tiranti Tirsol I.R.P. | Journal “Il Nuovo Cantiere”, 11/1970 | Italy | 1970 | |
| Lizzi F. | Reticulation of root piles to improve the strength characteristics of soils – I «Reticoli di Pali Radice» per il miglioramento delle caratteristiche di resistenza del terreno. | X Convegno di Geotecnica, Bari | Italy | 1970 | |
| Mascardi C. | The behaviour of micropiles subjected to axial loads, bending moments and shear – Il comportamento dei micropali sottoposti a sforza assiale, momento flettante e taglio | Verlag Leeman, Zurich, Switzerland | Italy | 1970 | |
| Brandl H. | Bearing Capacity of Multi-row Detached Pile Walls – Tragfähigkeit mehrreihiger aufgelöster Pfahlwände | Journal „Straße-Brücke-Tunnel“, 1971, Berlin, 7p. | Austria | 1971 | |
| Brandl H. | Stress Conditions in Pile Walls with Slender Piles – Spannungsverhältnisse in Stabwänden aus schlanken Pfählen | Journal "Tiefbau" 4/1971, Germany | Austria | 1971 | |
| Lizzi F. | Special Patented Systems of Underpinning and, More Generally, Subsoil Strengthening by Means of «Pali Radice» with Special Reference to Problems Arising from the Construction of Subways in Built-Up Areas. | - Univ. of Illinois, Champaign/Urbana, USA; - M.I.T., Boston, USA; - U.S. Bureau of Reclamation. Denver, USA; - Club of Civil Engineers, Vancouver, Canada | Italy | 1971 | |
| Marra M. | Static reinforcement of the Burano Belltower – Il rafforzamento statico del Campanile di Burano | “Revista Italiana di Geotecnica”, 4- 1971, | Italy | 1971 | |
| Brandl H. | Design of Vertically and Horizontally Loaded Pile Walls – Die Bemessung vertikal und horizontal belasteter Stabwände aus Pfählen | Journal „Der Bauingenieur“, Jg.47, 3/1972, Berlin, 8 p. | Austria | 1972 | |
| Wenz K. | Buckling of Slender Piles in Soft Cohesive Soil Layers – Das Knicken von schlanken Pfählen in weichen bindigen Schichten | Publ. No. 50, Inst. for Soil Mechanics, Univ. Karlsruhe | Germany | 1972 | |
| Herbst T.F. | The GEWI-Pile (Micropile), a New Foundation Element – Der GEWI-Pfahl, ein neues Gründungselement | Publ. Festschrift Finsterwalder, Verlag Braun, Karlsruhe | Germany | 1973 | |
| Kast K. | Design of Foundations with Micropiles (GEWI-piles) – Beitrag zur Bemessung von Gründungen mit GEWI- Pfählen | Publ. Festschrift Finsterwalder, Verlag Braun, Karlsruhe | Germany | 1973 | |
| Bernasconi, F., Gagliani, E | Behaviour of micropiles subjected to seismic events – Considerazioni sul comportamento dei micropali soggetti a sismi | AGI, A.G.I. Ed. AGI: Milano, | Italy | 1973 | |
| Lizzi F. | Root piles and networks of root piles in special foundations and consolidation works – Les Pieux Racine et les Réseaux de Pieux Racine dans les Travaux de fondations spéciales et de consolidation. | Conf. à l'Ecole Centrale, Chatenay- Malabry, France | Italy | 1973 | |
| Brandl H., Fross M. | Rehabilitation of an Inclined Sewage Tank – Die Sanierung einer schiefgestellten Kläranlage | Proc. 4th Danube-European Conf. for SM/FE, Vol.1, Bled, Slovenia (former Jugoslavia) | Austria | 1974 | |
| Armstrong D.J. | Development of Pencil Piles | B.C.Hydro | Canada | 1975 | |
| Gouvenot D. | Essais de chargement et de flambement de pieux aiguilles | Annales de l'I.T.B.T.P, No. 334, 12/1975. | France | 1975 | |
| Degebo | Report on Test Loading of Micropiles at site of U-Bahn H100 in Berlin – Bericht über Probebelastungen an Verpreßpfählen im Rahmen des U-Bahnloses H100 in Berlin | unpublished Degebo, Berlin | Germany | 1975 | |
| Kauer H., Prückner R. | Underpinning with micropiles of DB Building in Hamburg-Altona – Unterfahrung des Direktionsgebäudes der Deutschen Bundesbahn in Hamburg-Altona | Journal „Bauingenieur“, 50, pp.163 | Germany | 1975 | |
| Zanetto L. | Technological aspects of the construction of micropiles – Aspetti tecnologici della costruzione dei micropali | Politecnico di Torino, T. Ed. Politecnico di Torino: Torino | Italy | 1975 | |
| Scharf A. | Underpinning with Micropiles of the Railway Bridge at Sudtiroler Platz – Unterfangung der Eisenbahnbrücke am Südtiroler Platz mit Wurzelpfählen | Journal „Der Aufbau“, 31. Jahrg. Heft 3, Germany | Austria | 1976 | |
| Fenoux G. | I.M. Needle Piles | Journal “Construction”, Vol. 31 No 6, June, USA | France | 1976 | |
| Burda R. | Micropiles and their Applications – Injektionspfähle und ihre Anwendung | Journal "Bautechnik" 6/1976, pp.197 | Germany | 1976 | |
| Kern G., Herbst T.F. | DYWIDAG – Erd- und Felsanker (soil and rock anchors), DYWIDAG – GEWI-Pfahl (micropile). | Publ. DYWIDAG-Berichte: Sonderheft der Dyckerhoff und Widmann AG, München | Germany | 1976 | |
| Lizzi F. | Foundation piles with preload cells – Pieu de fondation à cellule de « précharge ». | Revue «Construction», June1976, Paris, France | Italy | 1976 | |
| Lizzi F. | La Restauration statique des Monuments Historiques | Conf. des Architectes en Chef des Monuments Historiques, Paris, France | Italy | 1976 | |
| Meardi P. | Rapidly Feasible High Bearing Capacity Small Diameter Steel Pile | Proc. 6th Europ. Conf., vol.2.2, p.186, Vienna, Austria | Italy | 1976 | |
| Frank A. | Pile Foundations with Micropiles – Pfahlgründungen mittels Kleinbohr- und Verpresspfählen. | Proc. Pfahlsymposium München: Stand der Normung, Bemessung und Ausführung von Pfählen und Pfahlwänden, (ed. Weinhold H.), pp. 141-147. | Germany | 1977 | |
| Koreck H.-W. | Micropiles – Considerations related to Certification and Standardisation – Kleinbohrpfähle – Gesichtspunkte zur Zulassung bzw. Normung | Proc. Pfahlsymposium München: Stand der Normung, Bemessung und Ausführung von Pfählen und Pfahlwänden, (ed. Weinhold, H.), pp. 141-147. | Germany | 1977 | |
| Lizzi F. | Practical Engineering in Structurally Complex Formations. | Int. Symp. on the Geotechnics of Structurally Complex Formations, Capri | Italy | 1977 | |
| Sroka D., Goldberger | Small Diameter Piles in Karstic Rock | Proc.9th ICSMFE, vol.1, p.471ff, Tokyo, Japan | U.K. | 1977 | |
| Norme Française | NF P 11-212 – DTU 13.2 (Unified Technical Document), 1978/1992 | AFNOR, Paris | France | 1978 | |
| Koreck H.-W. | Small Diameter Injection Piles (Micropiles) | Journal "Ground Engineering" 4/1978, U.K. | Germany | 1978 | |
| Koreck H.-W. | Remarks Related to Micropiles – Diskussionsbeitrag zum Thema Kleinbohrpfähle | Mitteilungen der Schweizerischen Gesellschaft für Boden- und Felsmechanik, Heft 99 | Germany | 1978 | |
| Rizkallah V. | Experiences Collected at Underpinning Works with Micropiles in Hannover Clay – Erfahrungen bei Unterfangungsarbeiten mit Verpresspfählen (Kleinbohrpfähle) im Hannoverschen Ton. | Beiträge zum Grundbau, zur Bodenmechanik und zum Energiewasserbau. Festschrift zum 65. Geburtstag von Prof. Lackner, pp. 235- 250. | Germany | 1978 | |
| Lizzi F. | Reticulated Root Piles to Correct Land Slides | Proc. ASCE Convention, Chicago, IL, USA, Oct. | Italy | 1978 | |
| Herbst T.F. | Micropiles, Development and Fields of Application – Kleinbohrpfähle, Entwicklung und Anwendungsmöglichkeiten | Publ. Festschrift Jelinek, pp. 90-110, Inst. und Prüfamt für Grundbau und Boden- mechanik, TU München | Germany | 1979 | |
| Kauer H., Frank A. | Application of Micropiles for Construction Works -Anwendung von Verpresspfählen mit kleinem Durchmesser im Hochbaubereich | Journal "Bauingenieur" Jg. 54 (1979), Nr.12, 5 p., ISSN: 0005-6650 | Germany | 1979 | |
| Lizzi F., Carnevale G. | Les «réseaux de pieux racine» pour la consolidation des sols. Aspects théoriques et essais sur modèles | Proc. Int .Symp. on Soil Reinforcement, Paris, France | Italy | 1979 | |
| De-Berti A. | Micropile Foundation inside the Old Building of the Theater Casino in Zug – Pfahlgründungen im Inneren des Altbaues des Theater- Casinos Zug | Journal „Schweizer Ingenieur und Architekt“, 9/1979, 4 p. | Switzerland | 1979 | |
| Behrendt A., Martinek K. | Micropiles (Small Diameter Injection Piles) – Verpresspfähle mit kleinem Durchmesser | Journal Kunstbauten , Eisenbahntechnische Rundschau - ETR-, Hestra-Verlag, Darmstadt, 4 p. | Germany | 1980 | |
| Kauer H., Frank A. | Micropiles for Underpinning works at the Construction of a S-Bahn Line in Hamburg – Konstruktive Anwendung von Verpresspfählen mit kleinem Durchmesser bei Gebäude-Unterfahrungen im Zuge der S-Bahn Hamburg | Journal "Forschung und Praxis" 21 | Germany | 1980 | |
| Kauer H., Bartsch O. | Tunnel Crossing under the Museum für Kunst und Gewerbe in Hamburg Using Micropiles – Unterfahrung des Museums für Kunst und Gewerbe in Hamburg | Journal "Beton und Stahlbeton" 9/1980 | Germany | 1980 | |
| Küfner H. | Foundation and Stabilization with Micropiles – Gründungs- und Sicherungsmaßnahmen durch Verpresspfähle mit kleinem Durchmesser (Wurzelpfähle) | Journal "Bautechnik" 5/1980 | Germany | 1980 | |
| Prückner R. | Retrofitting of Foundations for Dynamic Loading Using Micropiles – Nachgründung dynamisch beanspruchter Fundamente mit Verpresspfählen | Journal "Beton und Stahlbeton" 9/1980 | Germany | 1980 | |
| Stocker M. | Comparison of the Bearing Capacity of Piles with Different Construction Procedure -Vergleich der Tragfähigkeit unterschiedlich hergestellter Pfähle | Proc. Baugrundtagung 1980 in Mainz, Deutsche Gesellschaft für Geotechnik, e. V., Verlag Glückauf, Essen, pp. 565- 590. | Germany | 1980 | |
| Lizzi F. | L’impiego dei «Pali Radice» nelle sottofon-dazioni di Monumenti e vecchie fabbriche e nel consolidamento di antichi centri abitati. | Rivista «L'industria delle costruzioni». Dicembre 1980, Roma | Italy | 1980 | |
| Harvey J.T.C | Problems and New Techniques in Underpinning | The Royal Institution of Chartered Surveyors Annual Conference, Birmingham, U.K., July, 10 p. | U.K. | 1980 | |
| Jones D.A., Turner M.J. | Load Tests on Post-Grouted Micropiles in London Clay | Journal "Ground Engineering" 9/1980, 7 p. | U.K. | 1980 | |
| Fenoux, G.Y., Gouvenot, D. | Reprise de Bâtiments Anciens par Pieux I.M. | Proc. 10th ICSMFE, Stockholm, Sweden, Vol. 3 | France | 1981 | |
| Juran I., Schlosser F., Louis C., Kemoa M., Eckmann B. | Soil Reinforcing by Passive Bars | Proc. 10th ICSMFE, Stockholm, Sweden | France | 1981 | |
| Ribbert H., Wichter L | Field Test and Bearing Behaviour of Ribbert Micropiles – Grossversuch und Wirkungsweise von Verpresspfaehlen nach dem System Ribbert | Journal „Tiefbau, Ingenieurbau, Straßenbau“. TIS, Jg. 23 (1981), Nr.6, 3 p., ISSN: 0340-5079 | Germany | 1981 | |
| Weinhold H. | Micropiles Conforming to DIN 4128, Standardisation, Design and Execution – Verpresspfähle nach DIN 4128, Stand der Normung, Bemessung und Herstellung | Reports Berichte der Bundesvereinigung. der Prüfingenieure für Baustatik | Germany | 1981 | |
| Lizzi F., Carnevale G. | Networks of root piles for the consolidation of soils. Theoretical aspects and tests on models – Les «réseaux de pieux racine» pour la consolidation des sols. Aspects théoriques et essais sur modèles | Proc. 3rd Int. Symp. On Babylon, Ashur and Haditha | Italy | 1981 | |
| Comte C., Stencek G. | Retrofitting of the Cathedral Saint Pierre in Geneva – Confortation de la Cathédrale Saint Pierre à Genève | Proc. 10th ICSMFE, Stockholm, Sweden, Vol. 3 | Switzerland | 1981 | |
| Weltman A. | A Review of Micropile Types | Journal "Ground Engineering" 5/1981 | U.K. | 1981 | |
| Fross M. | Underpinning with Micropiles – Experiences from 1971 to 1981 – Unterfangungen mit Kleinbohrpfählen – Erfahrungen von 1971 bis 1981 | Proc. 10th Conf. on Foundation, Brno, CSSR (now CSR) | Austria | 1982 | |
| Herbst T.F. | The GEWI-Pile (micropile), a Solution for Difficult Foundation Problems | Proc. Int. Symposium on Ground Improvement, Dec., Bangkok, Balkema, Rotterdam, NL | Germany | 1982 | |
| Prückner R. | Tunnels Crossing under Buildings for the Construction of Underground Railways Using Micropiles for Underpinning – Gebäudeunterfahrungen beim Bau von U- und S- Bahnen | Journal "Baumaschine und Bautechnik" 6/1983 | Germany | 1982 | |
| Lizzi F. | The “Pali radice”(Root Piles) – A state-of the-art report | Proc. Int. Symp. on Soil and Rock Improvement Techniques, Dec., A.I.T. Bangkok, Thailand Balkema, Rotterdam, NL | Italy | 1982 | |
| Lizzi F. | The Static Restoration of Monuments | Sagep Publishers, Genova, Italy | Italy | 1982 | |
| Mascardi C. | Design Criteria and Performance of Micropiles | Proc. Int. Symp. on Soil and Rock Improvement Techniques, Dec., A.I.T. Bangkok, Thailand Balkema, Rotterdam, NL | Italy | 1982 | |
| BustamanteM., Gianeselli L., Ledoux J.L., Seigle B., Klos J. | Portance d’un micropieu dans les marnes, | Bull. Liaison LCPC. N° 128 – nov.-déc.1983 – Réf. 2870, 8 p | France | 1983 | |
| DIN Standard | DIN 4128 German Standard for – Small Diameter Injection Piles (Micropiles) (English ed.) – Verpreßpfähle mit kleinem Durchmesser | Beut Verlag, Berlin | Germany | 1983 | |
| Neumann J., Mueller G. | Universal Drilling Equipment for Micropiles – Universeller Bohrgerätekomplex für Kleinbohrpfähle | Journal „Bauplanung, Bautechnik“ (1952) (1983), v.37, no.2, p.68-70, ISSN: 0005-6758 | Germany | 1983 | |
| Lizzi F. | The “Reticolo di Pali Radici” (Reticulated root piles) for the improvement of soil resistance | Proc. 7. Europ.Conf. on Improvements of soils, Helsinki, Finland | Italy | 1983 | |
| Terrasol | KNU -Turbine Hall: Weak-Zone Reinforcement by Micropiling. | Reports DE.83.71/03 and DE.83.71/04, Paris, France | France | 1984 | |
| Röder K., Richter T., Markgraf H., Streicher H., Toelle L. | Application of Micropile Walls – Anwendung von Stabwaenden aus Kleinbohrpfaehlen | Journal „Bauplanung, Bautechnik“ (1952), Jg. 38 (1984), Nr.1, 3 p., ISSN: 0005-6758 | Germany | 1984 | |
| Bruce D.A., Yeung C.K. | A Review of Minipiling, With Particular Regard to Hong Kong Applications." | Journal “Hong Kong Engineer”, June 1984, 24 p, presented 1983 | USA | 1984 | |
| Cox W.R. et al. | Lateral-Load Test on a 25,4mm(1Inch)Diameter Piles in Very Soft Clay in Side-by-Side and In- Line Groups | Spec. techn. publ. No. 835, ASTM (1984), 18 p. | USA | 1984 | |
| Korfiatis, G.P. | Field Testing of Short Pile Systems for Floor Support. | Proc. Int. Symp. on In Situ Reinforcement of Soils and Rocks, Paris, Oct., ENPC Press, 5 p. | USA | 1984 | |
| BustamanteM., Doix B. | A Method of Calculating Driven Ties and Micropiles | Civil Engineering Newsletter. No. 140. Nov., 18 p, USA | France | 1985 | |
| Author/s | Original Title | Published in | 2-Letter Keys, Key Words | Country of author(s) | 1 |
| 2-letter key | Group theme |
|---|---|
| AA | Application, axial, case I, single + group |
| AR | Application, axial + lateral, case II, reticulated |
| AS | Application, seismic securing + retrofitting |
| DP | Description of products |
| DT | Description of technology |
| ES | Execution on site |
| GO | General, other topics |
| GT | General, technology |
| PD | Procedures + design |
| QC | Quality control |
| RR | Research and results |
| SR | Standards, rules, guidelines |
| TS | Testing on site |
International Society
for Micropiles
Pittsburgh, Pennsylvania, USA
+1 (724) 942-4220 phone
info@ismicropiles.org
