||Program Co-Chairs Bryan Cortnik and Yogesh Prashar; Program Advisor Antonio Marinucci, Ph.D., M.B.A., P.E. and Conference co-Chairs James Johnson and Terry Tucker
|Table of Contents|
||Table of Contents
|Design Implementation using Soil Structure Interaction|
||St. Louis Service Base Floating Wharf Mooring System Replacement
||Azadeh Bozorgzadeh, Ph.D., P.E., and B. M. Jensen, Moffatt & Nichol B. R. Murtaugh, US Army Corps of Engineers, Marine Design Center B. N. Koelling, Massman Construction Co.
||Effect of Axial Compression on Lateral Pile Response: Laterally Loaded Test Pile Comparison
||David S. Graham, P.E., and Paul J. Axtell, P.E., D.GE, Dan Brown and Associates, PC Michael K. Muchard and Joseph D. Bailey, Applied Foundation Testing, Inc.
||An Evaluation of the T-Z Analysis Methods
||Kevin V. Stanton, Ramin Motamed, Ph.D., P.E., and Sherif Elfass, University of Nevada, Reno Kirk Ellison, Arup
||A Novel Approach to Incorporate Shear-Moment Coupling Effects in Foundation Stiffness for Caisson Piles for Izmit Bay Bridge in Turkey
||Arash Khosravifar, Ph.D., P.E., and Wei Yu Chen, Fugro Consultants Inc. Amalia Giannakou, Fugro Sial
||Soil Fatigue Analysis for Pile Driving Simulations Using an Impact Hammer
||Jan Fischer, Fichtner Water & Wind GmbH Peter Middendorp and Gerald E. Verbeek, Allnamics Pile Testing Experts BV David J. Tara, Thurber Engineering Ltd.
||A Non Linear Fractal Model for the Analysis of Pile Foundations
||Maurizio Lenzi and Paola Campana, ACMAR
||Cape Wind Offshore Wind Farm – Electrical Service Platform – Substructure Jacket Design
||S. Chilka, I. Maloney and J. Brady, Moffatt & Nichol
||Contribution of Inner Frictional Resistance to Bearing Capacity of Open-Ended Piles
||Janaka J. Kumara, Yoshiaki Kikuchi, Takashi Kurashina and Takahiro Yajima, Tokyo University of Science
||Simulation of Soil Plug Effects in Open Steel Pipe Piles Considering the Complex Soil-Structure-Interaction during Installation
||Christian Moormann, Johannes Labenski and Johannes Aschrafi, University of Stuttgart
||Single Fracture Grouting Numerical Simulation Based on Fracture Roughness Influence in Flowing Water Environment
||Ping Yang, Tian-bin Li and Xue-qing Sun, Tongji University
||Slurry Wall Design for Construction Using Soil Structure Interaction
||Meeok Kim, P.E., Ph.D., and Gordon Chen, P.E., Weidlinger Associates Inc.; Nino Catalano, P.E., East Coast Slurry
|Effect of Technological Advancements in Foundation Construction–Tooling, Equipment, Installation Practices|
||Elliptical Jet Grouting for the SELA-22 Project in New Orleans, LA - An Innovative Solution
||Filippo Maria Leoni and Gianluca Pianezze, Treviicos Corporation
||Cut-Off-Wall Welzow in the Lausitz, Germany, a 400 Feet (120 m) Deep Hydraulic Barrier between an Existing Lake Region and an Open Pit Coal Mine
||Franz-Werner Gerressen, Dipl.-Ing., BAUER Maschinen Dr. Stephan Fisch, Vattenfall Europe Mining
||Ground Improvement for Underground Construction in South Florida
||Nicholas Turus and Christopher Sammon, Malcolm Drilling Company Inc.
||Shoring of Long Beach Main Pump Station Utilizing Ground Improvement Methods, Long Beach, CA
||Gabriel Carvajal and John Compagnone, Condon-Johnson & Associates, Inc. Eric Lindquist, Ph.D., P.E., Brierley Associates
||A Case Study - Drilled Pier Foundations for a New Atlanta Stadium
||Daniel C. Brahana, P.E., ABE Enterprises, Inc. Jean Wehbe, P.E., BAUER-Pileco, Inc.
||DFI Mission Executed through Growth of Micropile Technology
||Allen Cadden, P.E., Schnabel Engineering Jim Bruce, Geo-Foundations Mary Ellen Large, DFI Peggy Hagerty Duffy, ADSC
||New Pile for Reduced Underwater Noise
||J. T. Dardis II and Per G. Reinhall, Ph.D., University of Washington, Seattle
||AUT-CPT & Pile Database for Piling Performance Using CPT and CPTU Records
||Sara Moshfeghi, M. Sc., Abolfazl Eslami, and Seyyed Majdeddin Mir Mohammad Hosseini, Dept. of Civil and Environmental Engineering, Amirkabir University of Technology
||Soil Mixing Treatment of Marginal Soil for Railway Construction and Maintenance
||Charles M. Wilk, ALLU Group
||Geotextile Encased Columns (GEC) as Pile-Similar Foundation Elements: Basics, Specifics, Case Studies
||Dimiter Alexiew, HUESKER Synthetic GmbH Marc Raithel, Kempfert & Partner Geotechnik Lilma Schimmel and Sven Schröer, HUESKER Inc.
||Helix Deflection Effect on Load Settlement Behavior of Pile with Increasing Stress Level
||Adnan A. Malik and Jiro Kuwano, Saitama University Tadashi Maejima, AsahiKasei Kenzai Company
||The Test on Effect of Polyanionic Cellulose on Process of Filtrate Loss of Low Solid-Phase Drilling Fluid
||Ping Yang and Min-hui Wu, Tongji University; Tian-bin Li, Chengdu University of Technology
|Lesson Learned that Shaped Our Future|
||Selecting the Right Shoring System - San Francisco Experience
||Rob Jameson and Heinrich Majewski, Malcolm Drilling Company, Inc.
||High Capacity Micropiles in Weak Dolomitic Limestone for Crane Foundation Support – A Case History in Temporary Foundations
||Terence P. Holman, Ph.D., P.E., Geosyntec Consultants, Inc. Brian D. Barkauskas, P.E., Moretrench American Corporation
||Excavation Support by Deep Soil Mixing - Challenges on Depth and Long Term Exposure
||Paul Bray, PMP, A. D. Miller and Douglas Barber, Raito, Inc.
||Field Sampling and Testing for Soil Mixing – Uses and Misuses of Different QA/QC Tests for CDSM Projects – A Contractor's Perspective
||A. David Miller and Chika Oya, Raito, Inc.
||Army Corps Mega Projects Benefits from Innovative Foundations
||Dale Berner, Ph.D., P.E., and Michael O’Sullivan, P.E., S.E., COWI North America, Inc.
|QCQA Programs for Deep FoundationsState-of-the-Art Monitoring Systems|
||Collaborative Data Sharing During Seepage Barrier Wall Construction at Bolivar Dam – Perspectives from Owner, Contractor and Sub-Contractor
||Jamey Rosen, P.Geo., and Robert Bacus, Geosyntec Consultants, Inc. Fabio Santillan, Treviicos South Georgette Hlepas, United States Army Corps of Engineers
||A Summary of Load Test Results on Large Diameter Open- Ended Pipe Piles in Minnesota
||Paul J. Axtell, P.E., D.GE, Dan Brown and Associates, PC Michael K. Muchard, P.E., Applied Foundation Testing Rich A. Lamb, P.E., Minnesota Department of Transportation
||Mobilizing CIDH Pile Base Resistance on the Gerald Desmond Bridge Replacement Project with Tip Grouting
||Rusty Lucido and Adam Zagorski, Shimmick Construction Company Inc. Curt Scheyhing and Kul Bhushan, Ph.D., P.E., Group Delta Consultants, Inc.
||Subsurface Component Design and Construction for a High- Rise in a Dense Urban Environment: A Case History of the 181 Fremont Tower
||Stephen M. McLandrich, P.E., G.E., and Kirk Ellison, Ph.D., P.E., Arup North America Ltd. Eric S. Lindquist, Ph.D., P.E., Brierley Associates Peter Faust, Malcolm Drilling Company, Inc.
||Analysis of Three Axial Load Tests on Large Bored Grouted Deep Foundations
||Marawan M. Shahien, University of Tanta/Hamza Associates Hayel M. El-Naggar, Housing and Building National Research Centre
||Behavior of Instrumented Deep Anchored and Strutted Diaphragm Wall in Soft Rock
||Dr. Walid Jaber and Amr Al Degwe, NSCC International
||Comparison of Load Test Results between ACIP Piles Installed in Sand in Pre-Drilled Holes versus Conventional Installation
||Tracy Brettmann, Jason Leary, Shailendra Endley and Shashank Valluru, A.H. Beck Foundation Company
||DFI and NDT - Parallel Histories and Mutual Benefits
||Bernard H. Hertlein, GEI Consultants, Inc.
||DYNA Force Sensors for Monitoring of Tension/Compression Forces in Ground Anchors & Piles
||Shahid Islam and Lucian Bogdan, Dywidag-Systems International
||Real Time Monitoring of Utility Vaults during Reconstruction of the Elliot Bay Seawall
||Pierre Gouvin, Geo-Instruments
||Real Time Monitoring the Historic Old South Church, Boston, Massachusetts
||Michael Oakland, WAI, Inc. and Pierre Gouvin, Geo-Instruments
||Reflections on Tremie Concreting in Deep Foundations
||Gilbert R. Tallard, Liquid Earth Support, Inc.
||Soil Mixing Monitoring System Quality Control for the SR-83 Project in Florida
||Wesley Schmutzler and Matteo Bertoni, Treviicos; Christopher Lewis, M.S., P.E., and Danny Winters, Ph.D., P.E., FGE, FGE
||Strain Gauge Interpretation Using Automated Collection Systems and the Accuracy of Using Extrapolated Modulus vs Constant Modulus of a Pile, along with the Importance of a Detailed QA/QC Program
||Michael A. McNicholas, P.E., Moretrench
||Systematic Evaluation of Driving Criteria and Performance of Tapered Piles in Glacial Sand
||Chu E. Ho, Terrence M. Carroll and Dimitrios Niarchos, Arup
|Sustainability Practices in Deep Foundation Systems–LeanOptimal Foundation Design, Value Engineering, Recycled Materials and Foundation Reuse|
||Innovative Foundation Support and Liquefaction Mitigation Using Deep Soil Mixing and Micropiles
||Wayne Magnusen, P.E., G.E. and Priyanshu Singh, A3GEO, Inc. Ryan Nagle, Malcolm Drilling Company Gina Carlson, S.E. and Leo Panian, Tipping Structural Engineers
||Current State of Practice of Corrosion Protection in Europe with Hollow Bars - Comparison to Methods Being Used in North America
||Alice Y. Tseng, Friedr. Ischebeck GmbH Dan MacLean, Con-Tech Systems
||The Berkeley Art Museum: Using Deep Foundations to Repurpose a Historical Building
||Simon Burnworth, P.E., Condon Johnson & Associates, Inc. Timothy Nelson, P.E., S.E., Degenkolb Engineers
||The Use of Controlled Modulus Column (CMC) Ground Improvement for Support of Large Warehouses
||Brandon T. Buschmeier and Frederic Masse, DGI-MENARD, Inc. Sonia S. Swift, P.E., GEI Consultants, Inc., and Michael P. Walker, GEI Consultants.com
||Collaborative Development of Sustainable & Economical Solutions for Underground Structures
||Abid Adekunte, Geobond (UK) Limited
||Levee Repair and Upgrade by Dual Sheet Pile Walls and Accordion Sheet Pile Wall
||Ali Fayad, P.E., Orange County Public Works Takefumi Takuma and Shigeru Kambe, Giken America Corp.
|Seismic Considerations in Deep Foundation Design|
||Consideration on Liquefaction Resistance of Ground Improved by the Sand Compaction Pile Method
||Kenji Harada, Mitsuo Nozu, Naotoshi Shinkawa, Kazunori Matsushita, Fudo Tetra Corporation Masaru Sakakibara, Fudo Construction Inc.
||Influence of Different Parameters on the Behavior of Laterally Loaded Piles in Sand
||Musbah A. Hasan, Sirte University; Ahmed M. Nasr, Tanta University; Fauzi Jarushi, Tripoli University
||San Francisco International Airport Air Traffic Control Tower Pile Foundations
||Brian R. Zuckerman, P.E., and Danielle M. Steinmetz, P.E., Berkel & Company Contractors, Inc.; Stephen K. Harris, S.E., P.E., Simson Gumpertz & Heger; Philip J. Meymand, Ph.D., G.E., P.E., URS Corporation; Camilo A. Alvarez, P.E., GRL Engineers, Inc.