(AM-2013) Proceedings of the 38th Annual Conference on Deep Foundations, 2013, Phoenix, AZ, USA

article# description author(s)
2834 Preface
2835 TOC
2836 Estimation of Foundation Design Loads for Liquefaction Induced Lateral Spreads using Strain Wedge Method Jogeshwar Singh, Ph.D., P.E., G.E., Computers & GeoEngineering Inc.
2837 Alternative Design Approach for Drag Load and Downdrag of Deep Foundations within the LRFD Framework Timothy Siegel, P.E., G.E., D.GE., and Paul Axtell, P.E., Dan Brown and Associates PC, Rich Lamb, P.E., and Derrick Dasenbrock, P.E., Minnesota Department of Transportation
2838 Slope Stabilization of Mill Creek Landslide using Steel H-Piles Kessi Zicko, P.E., Paul Lewis, P.E., and Eric Hackenberg Gannett Fleming Inc.
2839 Comparison of LRFD Resistance Factors to Tension Pile Load Tests to Failure Dimitrios Palantzas, John Regan, P.E., and Seth Hamblin, P.E., GZA GeoEnvironmental
2840 Experimental Investigation on Monopile Lateral Load Capacity in Dense Sand Weichao Li, Ph.D., University College Dublin
2841 Comparison of Numerical Predictions using P-Y Curves and Finite Element Analyses of Monopiles of Ocean Energy Converters under a Very Large Number of Low Amplitude Lateral Load Cycles Deepak Pappusetty, E.I.T., and Miguel Pando, Ph.D., P.Eng., University of North Carolina at Charlotte
2842 Driven Pipe Pile Solutions for the Temporary Foundations at the New San Francisco-Oakland Bay Bridge Alex Sy, and Manuel Reyes, Klohn Crippen Berger Ltd., Thuraisamy Thavaraj
2843 Drilled Shaft Design, Testing and Construction in New Jersey Turnpike – Case Studies Abu Siddique, AECOM USA Inc.
2844 Installation Effects of Drilled Screw Pile in Soft Clay Zhen Meng, Jinjian Chen, and Jianhua Wang, Ph.D., Shanghai Jiao Tong University Jianming Yao, Shanghai Xian Dai Architecture, Engineering & Consulting Co. Ltd.
2845 St. Croix Bridge, Minnesota: The Influence of Construction on the Axial Resistance of Drilled Shaft Foundations in Weak Sandstone Paul Axtell, P.E., Dan Brown, Ph.D., P.E., D.GE, and David Graham, E.I., Dan Brown and Associates PC, Rich Lamb, P.E., Minnesota Department of Transportation, William Ryan, Loadtest
2846 Use of Stone Columns for Ground Improvement and Support of Mechanically Stabilized Earth (MSE) Wall Pancho Garza, P.E., and Chris Labye, AECOM USA Inc., Keith Dahlen, P.E., Kleinfelder
2847 Piling in Calcareous Red Bed Soils and Weak Rock Formation – Design Development for a Gas Processing Facility Pramod Rao, Ph.D., P.E., Chevron Energy Technology Company, Nihal Bohra, Golder Associates, Rick Piovesan, Galt Geotechnics, Mark Wahler, Bechtel
2848 Very Deep Foundations in Rock: The New Challenge in the Foundation Industry Federico Pagliacci, P.Eng., SOILMEC S.p.A.
2849 Discussion of Differences in Design Methodology between Granular and Grouted Inclusions Brandon Buschmeier, E.I.T., Menard
2850 New Findings on Capacity of Connections between Micropiles and Existing Footings Jesus Gomez, P.E., D.GE, Ph.D., Helen Robinson, P.E., and Allen Cadden, P.E., Schnabel Engineering, Joao Veludo, University of Coimbra, Eduardo Julio, Instituto Superior Tecnico
2851 New Ground Freeze Method for Groundwater Cutoff below Foundation Excavations in Permeable Soils Daniel Mageau, P.E., Aaron McCain, and Larry Applegate, SoilFreeze, Inc.
2852 Quality Control and Barrier Wall Overlap Analysis Howard Gault, and Bernard Vanoy, US Army Corps of Engineers, Ramesh Bobba, Treviicos Soletache
2853 Water-Powered Down-the-Hole Drilling in Specialty Geotechnical Construction Donald Bruce, Ph.D., D.GE, C.Eng, L.G., L.EG., Geosystems, L.P., Rudy Lyon, Center Rock Inc., Stefan Swartling, LKAB Wassara AB
2854 Low Noise and Low Vibration Tube Pile Installation by the Press-In Piling Method Takefumi Takuma, Giken America Corp.
2855 Is the Use of Residual Strength Justified for Excavation Support Design? George Aristorenas, P.E., Ph.D., Jesus Gomez, P.E., D.GE, Ph.D., and Carlos Englert, M.Sc., Schnabel Engineering
2856 Design Build & Failure: Perils at a High Risk Shoring and Retaining Wall Project Matthew Janes, P.Eng., M.E.Sc., MBA., and Mark Spence, P.Eng. Isherwood Associates
2857 Use of Isolated Tie-Back Plates to Stabilize a Landslide in Steep Terrain Scott Neely, P.E., and Donald Clark, Terracon Consultants, Inc.
2858 Pile Driving between the Amazonas and Xingu Rivers in the Tucuruí-Manaus Transmission Line – Lessons Learned and Solutions found for a Challenging Project Jorge Beim, Pile Dynamics, Inc.; Marcelo Groszownik, GPX Geotecnia e Pesuisas; José do Amaral, Benapar Tuneis, Geotecnia E Fundações
2859 Fogg Museum – Support of Excavation Design and Construction Gregory Sanchez, Treviicos Corporation, James Christensen, GEI Consultants, Inc.
2860 Wolf Creek Dam Foundation Remediation Project – An Innovative Solution Fabio Santillan, Treviicos Corporation
2861 Selmon Expressway, Tampa: Case History of Drilled Shaft Design for Extreme Variability David Graham, E.I., Steven Dapp, Ph.D., P.E., and Dan Brown, Ph.D., P.E., D.GE., Dan Brown and Associates PC, Ross McGillivray, P.E., Ardaman & Associates, Inc.
2862 Downdrag Effects on the Pile Groups Including Inclined Piles Tony Sangiuliano, Ontario Ministry of Transportation, Hesham El Naggar, P.Eng.,Ph.D.,FEIC, and Alper Turan, Ph.D., P.Eng., University of Western Ontario
2863 The Little Lake Harris Bridge Settlement Restoration Project: Lessons Learned Dr. Amr M. Sallam, Ph.D., P.E., Terracon Consultants
2864 A Full Scale Test Program Confirms the Design of a Rigid Inclusions Solution for the Support of an MSE Wall in Southern New Jersey Alex Potter-Weight, Menard
2865 Deep Excavation Support – Shangri-La – Toronto Matthew Janes, P.Eng., M.E.Sc., MBA, Tara Brown, and Jenny Earle, P.Eng., Isherwood Associates
2866 Alternative Design and Construction Method for Clinton CSO Underground Storage Facility Meeok Kim, P.E., Ph.D., Weidlinger Associates Inc., Paul Beljan, Kiewit Infrastructure Engineers
2867 San Francisco 49ers NFL Stadium Gabriel Alcantar, Scott Walker and Ramin Golesorkhi, Treadwell and Rollo-A Langan Company, Brian Zuckerman, Berkel and Company
2868 Use of Post-Grouted Drilled Shafts in Coastal Mississippi James Pegues, P.E., Jacob Jordan, P.E., and Rachel Garrett, Southern Company, Robert Thompson, P.E., D.GE, Dan Brown and Associates PC
2869 A Value Engineered Drilled Pier Foundation – Georgia Tech Clough Undergraduate Learning Commons William Tanner, P.E., Geosyntec Consultants, Daniel Brahana, ABE Enterprises
2870 Comparing the Bench Test and Field Test Results for the Deep Mixing at the Rio Puerto Nuevo Project In San Juan, PR Wesley Schmutzler and Filippo Leoni, Treviicos Corporation
2871 Hybrid Design Approach for Anchored Retaining Walls in Complex Geology Chris Ramsey, P.E., AMEC E&I
2872 Dynamic and Static Load Tests on Tapered Piles in Soils Exhibiting Time-Dependent Capacity Gain Terrence Carroll and Chu Ho, Sc.D, P.Eng., M.ASCE., Arup
2873 Application of Special Geotechnical Construction Equipment at the Alaskan Way Viaduct Replacement Project Franz-Werner Gerressen, Dipl.-Ing., BAUER Maschinen GmbH, Richard Hanke, P.Eng., Malcolm Drilling Company Inc.
2874 Alternative Deep Basement Solutions for Built-Up Areas Abid Adekunte, BSc, MIEI, Bachy Soletanche Limited U.K.
2875 Risk Management Techniques to Avoid Litigation Kevin Cunningham, Glen Fuerth, Wilson Esler and Tim Conlon, Houston International Insurance Group
2876 Response of Pile and Pile Groups against Excavation Induced Ground Movement Dr. K. Ilamparuthi, Anna University, Chennai
2877 Effect of Helix/Wing Plate Deformation on End Bearing Resistance of Screw Piles Adnan Malik, Ph.D., Saitama University
2878 The Stiffening Effect of a Caliche Layer on Pile Foundations Rouzbeh Afsharhasani, UNLV
2879 Experimental Investigation on Drag Load Acting on Single End-bearing Piles in Collapsible Soil due to Inundation Ibrahim Mashhour, M.A.Sc and Adel Hanna, Concordia University
2880 Building the Devil's Playground: How a Ground Improvement Progam Eliminated the Need for Pile Foundations Chris Woods, P.E., LEED AP BD+C, Densification, Inc.; Joe C. Drumheller, P.G., Densification, Inc.; Kenneth A. Huber, P.E., Langan Engineering & Environmental Services
2881 2013 DFI Educational Trust Student Paper Competition Winner: Optimization Of The Piled-Raft Foundations Considering The Soil-Pile-Raft Interaction Hessam Yazdani, The University of Oklahoma
2882 2013 DFI Educational Trust Student Paper Competition Runner-Up: A Review Of The Design Formulations For Static Axial Response Of Deep Foundations From Cone Penetration Test Data Fawad S. Niazi, Georgia Institute of Technology
2883 Young Professor Paper Competition Winner: Owing To An Increasing Demand To Manage Risk And Maximize Cost-Effectiveness Armin W. Stuedlein, PhD, PE, School of Civil and Construction Engineering Oregon State University, Seth C. Reddy, EI, Oregon State University
2884 2013 DFI Educational Trust Young Professor Paper Competition Runner-Up: Towards A Performance-Based Design Of Drilled Shafts Kam Ng, PhD, University of Wyoming
2885 Frustum Confining Vessel (FCV) For Investigation of Deep Foundation Performance Masoud Zare, PhD Candidate; Abolfazl Eslami, Associate professor; Ali Abrang, M. Sc. Student; Ali Asadi, M. Sc. Student
2886 Pile Shaft Capacity From Cone Penetration Test (CPT) Records; Considering Scale Effects Abolfazl Eslami, Associate Professor; Sepide Lotfi, M. Sc. Student; Mohammad M. Eslami, Ph. D Student