||Micropile Foundations for Support of New Bridge Structures Over Abandoned Mine
||Timothy J. Myers and Hristo K. Dobrev, Layne GeoConstruction; John Szturo and Wayne Duryee, HNTB Corporation
||Deep Open Excavation in Chicago Downtown Area for Red Line and Blue Line Subway Connection at Block 37
||Gordon Chen and Minhaj Kirmani, Weidlinger Associates, Inc.; Dwight Metcalf, Kiewit Construction Company
||Impact of Clay on Early Jet Grouting Strength
||Debra F. Laefer, Daire O’Neill and Cian O’Mahony, University College Dublin
||A Three-Stage Assessment Process to Predict Risk Levels Due to Subsurface Construction
||Julia Clarke and Laura Hannigan; University College Dublin
||Drilled Shaft Foundations for the kcICON Missouri River Bridge
||Paul J. Axtell, W. Robert Thompson and Dan A. Brown, Dan Brown and Associates, PLLC
||Shaft End Bearing Capacity in Cavernous Limestone
||Issa S. Oweis, Jeaan Hwang and Luma J. Oweis, Oweis Engineering Inc.
||Value Engineering and Field Testing of Pre-Cast Concrete Piles For The kcICON Project
||Elizabeth M. Smith, Terracon Consultants, Inc.; Kyle Kershaw and Ronaldo Luna, Missouri S&T; Mike Holloway, InSituTech
||Performance of Drilled Displacement Piles in the Midwestern United States
||W. Morgan NeSmith and Willie M. NeSmith, Berkel & Co. Contractors Inc.
||Innovative Use of Micropile Load Test Data for 18th Street Expressway Bridge
||Lance A. Roberts, South Dakota School of Mines and Technology; Jeffrey R. Hill and Aaron J. McConnell, Hayward Baker, Inc.
||Cyclic Axial Loading of Offshore Piles – An Issue of Concern?
||Paul Doherty, University College Dublin
||25 Story Structure on River Flood Plain Soils Improved by Vibrocompaction and Compaction Grouting
||Frank Callanan and Eric J. Neuner, Geotechnology, Inc.; Jeffrey R. Hill, Hayward Baker Inc.
||Settlement Control of a Road Embankment Using Vertical Drains
||Wei Tu, Rodrigo A. Roldan and Thomas P. Hart, Black & Veatch Corporation
||Bridge Pier Remediation, New London CT
||Walter Kaeck and Michael Quasarano, Mueser Rutledge Consulting Engineers; Patrick H. Carr, The Judy Company, Inc.; James Warner, Consulting Engineer
||Stone Columns Through Construction Demolition Debris Fill
||Lok M. Sharma and Binod K. Sapkota, Terracon Consultants
||Displacement and Pore Pressure Monitoring During Installation of Drilled Displacement Piles
||Lisa M. Splitter and Lori A. Simpson, Treadwell & Rollo, Inc.
||New I-95 Woodrow Wilson Bridge Foundations
||Roderic A. Ellman, Jr., Mueser Rutledge Consulting Engineers
||Design and Construction of Drilled Shafts In Iraq
||Frederick C. Rhyner and Hugh S. Lacy, Mueser Rutledge Consulting Engineers
||Interpreted Residual Load In an Augered Cast-In-Place Pile
||Timothy C. Siegel and Alexander McGillivray, Berkel & Company Contractors, Inc.
||Evaluation of Pile Foundation Design Methods Using Load Tests
||SungWon Park, Visiting Scholar and Anil Misra, University of Kansas
||Modeling of MSE Wall – Drilled Shaft Systems
||Matthew C. Pierson, Robert L. Parsons and Jie Han, The University of Kansas
||Performance of Cast-In-Place Piles Installed with a Fixed Mast Drilling Platform in Claystone – Glenrock WY
||Brent Wilkins, Terracon Consultants; W. Morgan NeSmith and Steven Duncan, Berkel & Co. Contractors, Inc.; Fred Tebbenkamp, Kiewit Power Engineers
||Optimization of Pile Length Using Decision Analysis with Information From Load Tests During Construction
||Jiun-Yih Chen and Robert B. Gilbert, The University of Texas
||Non-Destructive Testing, Evaluation and Re-Use of Deep Foundations along the East Coast
||Matthew E. Meyer and Rudolph P. Frizzi, Langan Engineering and Environmental Services, Inc.
||Creative Shoring Solutions for a Tight Urban Site
||David G. Winter, Haley & Aldrich, Inc.; Matthew W. Smith and King H. Chin, GeoEngineers, Inc.; Robert A. Carnevale, DBM-CM
||I-470 Mine Remediation
||Sheryl D. Gallagher, Geotechnology, Inc.; Clay Rathbun, Judy Company; Richard W. Orr, Missouri Department of Transportation
||Design-Build Support of Excavation for Block 76, Salt Lake City, Utah
||Rick Deschamps and Tom Hurley, Nicholson Construction