(AM-2014) Proceedings of the 39th Annual Conference on Deep Foundations, 2014, Atlanta, GA, USA

article# description author(s)
1980 Preface Program Co-Chairs Antonio Marinucci, Ph.D., M.B.A., P.E. and Scott A. Ballenger, P.E. and Conference Chair John R. Wolosick, P.E., D.GE Hayward Baker, Inc.
1981 Table of Contents
1982 Hybrid Excavation Support System for the Union Station Revitalization Project Charles G. Crans, P.Eng., and Naresh Gurpersaud, M.A.Sc., Geo-Foundations Contractors Inc.
1983 Prestressed Concrete Sheet Pile Retaining Wall to Support Railroad Embankment Widening Adjacent to a Wetland Abhijit R. Sheth, P.E., Craig M. Benedict, P.E., and Ara G. Mouradian, P.E., Gannett Fleming, Inc., John Brun, P.E., Amtrak
1984 Soil and Rock Nail Wall for Construction of a Subterranean Auditorium Mary C. Nodine, William H. Walton and Matthew D. Emrick, GEI Consultants, Inc., Andrew Moran, Nicholson Construction Company
1985 Deep Mixing Ground Improvement Design to Support Large MSE Walls for Kitimat LNG, BC Marina S.W. Li, C.Eng, P.Eng., Roberto R. Olivera, Ph.D., P.Eng. and Randy R. Williams, P.Eng., Golder Associates Ltd., Brian W. Wilson, C.Eng., P.Eng., Pacific Ground Engineering
1986 Construction of a Ground Improvement Scheme to Support Large Mechanically Stabilized (MSE) Earth Walls in Kitimat, BC Using Cutter Soil Mixing Brian Wilson, P.Eng. and James Coull, Pacific Ground Engineering, David Siddle, Golder Construction Inc.
1987 Jet Grouting at the West Toronto Diamond Grade Separation Project Naresh Gurpersaud, M.A.Sc., Jim Bruce, P.Eng, Geo-Foundations Contractors Inc.
1988 Jet Grouting for Echo Dam Seismic Rehabilitation Tara Schenk-McFarland, P.E. and Mark Bliss, P.E., Bureau of Reclamation
1989 Role of Probabilistic Methods in Sustainable Geotechnical Levee Integrity Analysis Hamed Hamedifar, Ph.D., Risk Advisory Services Robert G. Bea, Ph.D., P.E., F. & Life Member, ASCE, Juan M. Pestana- Nascimento, Sc.D., P.E., MASCE and Emery M. Roe, Ph.D., UC Berkeley
1990 The Geo-Impuls Programme: Towards Reducing Geotechnical Failure in the Netherlands Paul M.C.B.M. Cools, Rijkswaterstaat, Martin Th. van Staveren, VSRM
1991 The Impact Geotechnical Data Management Systems May Have on Risk Allocation for Differing Site Conditions in Construction Contracts Zachary D. Jones and Steven M. Henderson, P.E., Stites & Harbison, PLLC
1992 Calibration of the Gates Pile Driving Equation for LRFD in Louisiana Glenn J. Rix, Robert C. Bachus and Raphael Siebenmann, Geosyntec Consultants, Inc. Eduardo Tavera, GeoStellar Engineering, LLC, Jongwon Jung, Louisiana State University, Zhongjie Zhang, Louisiana Transportation Research Center
1993 Evaluating Installation Disturbance of Helical Anchors in Clay from Field Vane Tests Alan J. Lutenegger, John Erikson and Nicholas Williams, University of Massachusetts
1994 Friction Loss in Tieback Anchors used for Landslide Stabilization Benjamin J. Turner, University of California, Los Angeles, John P. Turner, Dan Brown and Associates, PC
1995 Comparison of Drilled Shaft Structural Response from Strain Gage and ShapeAccelArray (SAA) Data Andrew Z. Boeckmann, Minh Uong and J. Erik Loehr, University of Missouri, Sarah G. Myers, Brierly Associates
1996 Analysis of Load Transfer along Large Diameter Bored Piles in Very Dense Sands Nabil F. Ismael and Khalid Farraj, Kuwait University
1997 Sustainability and Consideration of the Re-Use of Foundations for the Hurricane Deck Bridge Paul J. Axtell, P.E., D.GE, and Timothy C. Siegel, P.E., G.E., D.GE, Dan Brown and Associates, PC
1998 Design and Construction of High-Capacity Rock Anchors for the Willow Island Hydroelectric Project W. Allen Marr, Ph.D., P.E., NAE and Scott R. Bamford, P.E., Geocomp Corporation James M. Tantalla, Ph.D., P.E. and Roderic A. Ellman, Mueser Rutledge Consulting Engineers
1999 Using Thermal Integrity Profiling to Evaluate the Structural Integrity of Soil Nails George Piscsalko, P.E., Pile Dynamics, Inc. Camilo Alvarez, P.E. and Daniel S. Belardo, GRL Engineers, Inc., Marcus Galvan, P.E., TXDOT
2000 Cost Effective Drilling Of Extra Large [XL] Monopile Foundations Phil Wilkinson and Sam Whitaker, Fugro Seacore Ltd.
2001 Thermo-Mechanical Behavior of Energy Piles: Full-Scale Field Test Verification Tracy Brettmann, A.H. Beck Foundation Company, Inc., Melis Sutman, and C.Guney Olgen, Virginia Tech
2002 Extra Deep Cut-Off at 250 m Depth - A Case Study Federico Pagliacci, Soilmec S.p.A.
2003 Metro Sao Paulo, Line 5, Five Shaft Diaphragm Wall for Brooklin Station Franz-Werner Gerressen, BAUER Maschinen GmbH, Dario Libano, Brasfond Group
2004 Integration of Landslide Slope Movement Data for Design of an Anchored Stabilization Wall Panos Andonyadis, Paul J. Sabatini, Ph.D., P.E., D.GE, Robert C. Bachus, Ph.D., P.E., D.GE, and Terence P. Holman, Ph.D., P.E., Geosyntec Consultants
2005 Deep Drilling at Mica Dam, British Columbia Jason K. Braund-Read, EIT and Megan R. Sheffer, Ph.D., P.Eng., BC Hydro, Douglas G. Baker, P.Geo, RST Instruments Ltd.
2006 Construction of a Very Flexibility, Impermeable, Bituminous Membrane Seepage Barrier, to Connect an Existing Concrete Dam Structure to a Newly Constructed Abutment Cut-Off Wall Brian Wilson, P.Eng., Pacific Ground Engineering Nathan Sweeney, P.Eng., BC Hydro, Megan Atkinson, P.Eng., Golder Associates Ltd., Richard Diggle, Foundex Explorations Inc.
2007 Cofferdam Solution for Steeply Sloping Rock Using Flat-Sheet Piles Robert Bittner, P.E., Bittner-Shen Consulting Engineers, Inc., Norm Kirk, P.E., Independent Consultant
2008 Dealing with Complexities Associated with the Application of Bored Pile Retaining Walls in Urban Developments Abid Adekunte, Bachy Soletanche Limited
2009 Underpinning Atlanta International Airport Concourse E for APM Tunnel Extension Adam S. Hurley, P.E., Daniel S. Stevenson, P.E. and W. Morgan NeSmith, P.E., Berkel & Co. Contractors, Inc., Clinton O. Rex, P.E., Stanley D. Lindsey and Associates
2010 Adapting Multiple Ground Improvement Techniques for Uniform Performance over Heterogeneous Natural and Modified Overburden Michael J. Marasa, P.E., Hayward Baker Inc.
2011 An Alternative Pile Technology Rimas Veitas, Ductile Pile Group, LLC, James Panton, Helical Drilling, Inc., Erich Steinlechner, Tiroler Rohne GmbH
2012 Aseismic and Anti-Tsunami Upgrades of Existing Coastal Levees and Seawalls in High Risk Regions Takefumi Takuma and Shigeru Kambe, Giken America Corporation, Hiroyuki Nishimura, Giken Ltd.
2013 Case History: Drilled Shaft Foundation System in Cemented Soils, Las Vegas, Nevada Brandon Kluzniak, P.E., Arup Brandon Kluzniak, P.E., Arup, Moses Karakouzian, P.E., Ph.D. and Rouzbeh Afsharhasani, University of Nevada, Las Vegas
2014 Design for Installation of Suction Piles in Sand Deposits for Mooring of Floating Offshore Structures Chul Soo Park, Juhyung Lee and Duhyun Baek, Korea Institute of Civil Engineering and Building Technology
2015 Effect of Sand Density on Load Sharing Mechanism of Piled Raft Foundation Rouzbeh Vakili, and Adel M. Hanna, Prof., Concordia University
2016 Experimental Study on Lateral Capacity of Single Pile Embedded in Cement-Treated Sand Kh. Adeel Tariq and Takeshi Maki, Saitama University
2017 Geographic Information Systems Technology Use in Tracking Quality Control in In Situ Barrier Wall Construction Robert Roff, Jamey Rosen and Robert Bachus, Geosyntec Consultants, Michael Arnold and Michael Bracher, Bauer Foundations Corporation
2018 Parametric Study for Narrow Mechanically Stabilized Earth Walls Gihan E. Abdelraham, Prof. CED and Youssef G. Youssef Asst. Prof. CED, Fayoum University, Mohamed M. Kamel, Misr University for Science & Technology
2020 The Influence of Internal Design Factors on the Performance of Geosynthetic Reinforced Walls with Oblique Reinforcements Mehdi Aghayarzadeh and Mohammad Ali Rowshanzamir, Asst. Prof. CED, Isfahan University of Technology
2021 The Use of Shape Accel Arrays (SAAS) for Measuring Retaining Wall Deflection Paul Thurlow and Richard K. Lipscombe, Getec/Keller