10th ISM Workshop, Washington, DC, 2010

Technical Session 1: Welcome, Introductions and Invited Speakers

Technical Session 2: Innovations/Case Histories

Chair: Paul Woodfield, Balfour Beatty Ground Engineering, UK

  • The History of Micropiles in our Nations Capitol, Allen Cadden, Schnabel Engineering, USA
  • Foundation Remediation using Micropiles and LMG Grouting at Sandy Cove Condominium, Barbados, John Wolosick, Hayward Baker, Inc., USA
  • Seismic Retrofit of an Underground Reservoir with Micropiles, Rob Jameson, Malcolm Drilling, Inc.
  • Emergency Micropile Repair of the Birmingham Bridge, Dr. Terry Holman, Moretrench American Corporation, USA

Technical Session 3: Research and Development/Design (I)

Chair: Nadir Ansari, Isherwood Associates, Canada

Technical Session 4: Slope Stabilization using Micropiles

Chair: Prof. J. Erik Loehr, University of Missouri-Columbia, USA

  • Successful Slope Stabilization Under Severe Conditions Using Micropiles, Andreas Brandner, IB-Brandner, Austria
  • Slope Stabilization of a Section of the Thirlmere Aqueduct by the Use of Spaced Micropiles and Permeation Grouting, David Preece, Bachy Soletanche Ltd., UK
  • Micropile Application in Salmon River Road Slope Stabilization, Gary Quinn, NTL Engineering & Geoscience, Inc./a Terracon Company, USA
  • Micropiles Undetected – Bluff Stabilization on the Severn River, Dr. Jesús Gómez, Schnabel Engineering, Inc., USA

Technical Session 5: Advances in Tooling and Methods

Chair: John Wolosick, Hayward Baker, Inc., USA

Technical Session 6: Research and Development/Design (II)

Chair: Dr. Jouko Lehtonen, Turku University of Applied Sciences, Finland

  • Use of In-Place Inclinometers (IPI) during Lateral Load Testing of Micropiles, John Rowley, Nicholson Construction, USA

Technical Session 7: Load/Resistance Factor Design (LRFD) and Micropile Reticulation

Chair: Dr. Donald Bruce, Geosystems, LP, USA

Technical Session 8: Underpinning Applications and Lateral Loading

Chair: Dan MacLean, CON-TECH SYSTEMS Ltd.

  • Micropiles at Banjo Bill Rock Catchment Basins, Tom Armour, DBM Contractors, USA
  • Root Pile Support of Vancouver’s Hollow Tree Parallels to Wind Turbine Foundations, Horst Aschenbroich, CON-TECH SYSTEMS, LTD., Canada
  • Micropile Support of Three Undermined Buildings in Washington, DC, Fabian Lehmann, Schnabel Foundation Company, USA
  • Hollow Bar Micropiles for Settlement Control in Soft Soils, Jon Bennett, GeoStructures, Inc., USA

Technical Session 9: Research and Development/Design (III)

Chair: Tom Armour, DBM Contractors, Inc.