||Kinematic Response Characteristics of a Piled Raft Foundation
||Ramon Varghese, A. Boominathan and Subhadeep Banerjee
||Load Transfer Curve of Piles in Sands under Uplift Forces
||Mohamed Ashour, Associate Professor of Civil Engineering, Jogeshwar P. Singh, Aser I. Abbas and Project Engineer
||Nonlinear Response of Piles with Rigid Embedment: Lessons Learned from a Reduced-Scale Experiment
||Camilla Favaretti, Ph.D., Anne Lemnitzer, Ph.D., Benjamin Turner, Ph.D. and P.E.
||Performance Based Seismic Retrofit Design of Brooklyn Basin Wharf
||Sam Yao, Ph.D., P.E., Ali Naeem, P.E., Sara Barrett and P.E.
||Seismic Hazards Evaluation and Lateral Pile Design in Diatomaceous Earth
||Matt Steffan and Arash Khosravifar
||Spring Constants of Belled Caissons for Seismic Retrofit of an Existing Critical Structure in a Seismically Active Area
||Bidjan Ghahreman, David E. Albus and Ahmadreza Mortezaie
||The Use of Seismic Trace Characterization to Guide the Analysis of DST Results to Obtain More Accurate Soil Parameters
||Erick Baziw and Gerald Verbeek
||Conference Chair: Anne Lemnitzer, Ph.D.; Conference Program Chairs: Rick Walsh, P.E., G.E., and Reza Mortezaie, Ph.D, P.E.
||Table of Contents
||Advances in Stress-Wave Nondestructive Testing Methods for Evaluation of Deep Foundations
||Alireza Kordjazi, Joseph T. Coe and Siavash Mahvelati
||FDOT Method of Independent Separation of Tip and Skin Capacities of Driven Concrete Pile with Embedded Sensors
||Sastry Putcha, Ph. D., P.E., Aneesh Goly, Ph.D., P.E., Kumar Allady, P.E., Vamshi Vemula and E.I.
||New Technology of Force Monitoring of Post-Tensioning Ground Anchors
||Lucian Bogdan and Shahid Islam
||Optimal Subsurface Investigation Approach for Overhead Transmission Structures
||Haijian Shi, Ph.D., P.E., P.M.P., Drew Pizzo and P.E.
||Reducing Construction Interference When Implementing Geotechnical Instrumentation and Monitoring in Urban Excavation Projects
||Zhangwei Ning, Martin B. Hudson and Daniel Brescia
||A Study in Extreme Event Large Displacement Analysis of Large Diameter Piles
||Bret N. Lingwall, Ph.D., P.E. and Byron Foster
||Design and Construction of the Summit Senior Care Facility into the Side of an Unstable California Hillside
||Harry W. Schnabel, P.E., Patrick O. Shires and G.E.
||An Investigation of Grouted Pile Capacity Using Instrumented Pile Load Tests
||Hayel M. El-Naggar, Research Assistant, Sherif A. Akl and Associate Professor
||Deep Foundation Shoring in South Florida
||Douglas C. Brunot
||Drilled Pile Design and Installation Challenges in an Urban Environment
||Luis Berroteran, P.E., Satyajit Vaidya, P.E., Rudolph Frizzi, P.E., G.E. and D.GE
||Drilled Shaft Difficulties and a Micropile Solution
||Paul Axtell, P.E., D.GE, David Graham, P.E., Jeff Jackson and P.E.
||Foundation Design and Construction Challenges with Marsh Deposits in a High Seismic Risk Zone
||T. Ted Miyake, P.E., M. Reza Saberi, P.E. and G.E.
||Micropiles below Groundwater at the South Auditorium Block Site, Buffalo, NY
||Mary C. Nodine, P.E., M. ASCE, Paul Eggers, P.E., M. ASCE, Michael P. Walker, P.E. and Donald E. Aubrecht
||Pore Water Pressure Response and Effect on Installation Torque of Large Diameter Helical Piles in Soft Soils
||M. Mae Benvenga, P.E., Howard A. Perko, Ph.D., P.E., Heather H. Trantham, Ph.D., P.E., P.Eng., D.GE. and P.M.P.
||Rock Socketed Drilled Shafts in Electrical Substations
||Steve Davidow, P.E., S.E., Senior Vice President, Brock Wallis and Vice President
||Application of Mammoth Vibro-Tamper (MVT) for the Shallow Compaction at Airport Runway Expansion Project on Florida Limestone Ground
||Mitsuo Nozu, President/CEO, Frank Vespi, Senior Project Manager, Kazunori Matsushita, Project Manager, Emi Walder and Administration Manager
||Ground Improvement Design and Construction for Seattle's Elliott Bay Seawall Replacement and Retrofit
||William Perkins, P.E., LEG, Andrew Malinak and Project Manager
||Railroad Bridge Approach Embankment Settlement Mitigation
||Moi Arzamendi, Jose Ramirez, Kenneth Kniss, James Gingery and Sunil Arora
||Soil Improvement Technique to Mitigate Extreme Settlements on Deep Compressible Deposits in the Bogota Valley
||Roger A. Archabal, P.E., Gustavo Langoni, P.E., Omar A. Conte and E.I.T.
||The Deep Soil Mixing for the Galataport Project in Istanbul, Turkey
||Marco Chiarabelli, Federico Pagliacci and Salvatore Miranda
||Toward Understanding the Seismic Performance of Rigid Inclusions
||James R. Gingery, Ph.D., P.E., G.E., Lisheng Shao, Ph.D., P.E., G.E., J. Tanner Blackburn, Ph.D. and P.E.
||2D and 3D Finite Element Analyses for Cantilever Slurry Walls in Cohesionless Soil
||Ali Helwa, Ph.D., Manal Salem, Associate Professor, Mostafa Mossaad and Former Professor
||Development of a New, Advanced Form of Sodium Silicate for Chemical Grouting
||Michael McDonald, Tim Evans, Julie Shang, Bingfeng Xue and Yu Guo
||Innovative Riverbank Erosion Control Retaining Wall System for the Brazos River
||Will Bohlen, P.E., Tracy Brettmann, P.E. and D.GE
||Non-Conventional Practice: Recent Case Histories of the Use of Vertical Buttress Piles in Deep Excavation Support
||Abid O. Adekunte, David Greentree, Tony Brunger and George Munteanu
||Retrofitting Drainage Systems with Pressed-In Sheet Piles in Very Hard Soil of Southern California
||Takefumi Takuma, Christopher DellAringa and Masashi Nagano
||Deep Soil Mixing for Contaminated Soil Remediation at a Superfund Site
||Larry Stearns, P.E. and Lori Tiefenthaler
||Design-Build of Watertight Underground Structures for Tunneling in Miami, Florida - The Norris Cut Utility Relocation Project
||Terrence Carroll, P.E., G.E., May ElKhattab, P.E., Eugene Mirsky, P.E., Eloy Ramos, P.E., Jose Torres, John Wise and P.E.
||Development of New Shaft Resistance Models for Piles Driven in the Puget Sound Lowlands
||Youssef Bougataya, Geotechnical Engineer, Armin W. Stuedlein, Ph.D., P.E. and Associate Professor
||Different Drilling Techniques in Challenging Geology at Seminole Hard Rock Hotel and Casino
||Jonathan Delgado, Michael Arnold and Ph.D.
||Foundation Base Material Strength Assessment for Drilled Pipe Piles Using Force and Displacement Data
||Rozbeh B. Moghaddam, Patrick J. Hannigan, Frank Rausche and Geir Veslegard
||Large-Scale Earthquake-Induced Landslide Repair Following New Zealand's Kaikoura Earthquakes
||Mathew Avery, Project Development Engineer, Colby Barrett and CEO
||Lateral Forces on Pile Due to Soil Slope Creep
||David E. Albus, G.E., Bidjan Ghahreman, G.E. and Ph.D.
||Supported Excavation Movement Causing Lateral Displacement and Cracks in Drilled Shafts - Lessons Learned from a Case Study in Chicago
||Amaneh E. Kenarsari, Ph.D., Project Engineer, M. ASCE, Eric R. Borys, P.E., Senior Project Engineer, M. ASCE, Brett Gitskin, P.E., Senior Principal Engineer and M. ASCE
||Tunnel Headwall Softeyes: Fiberglass Design Applications and Constructability Challenges
||Shawna Munn, P.Eng., Jakub Huder and P.Eng.
||Deep and Extra Deep Diaphragm Walls in Shanghai - Increasing Demand for Infrastructure in Megacities Drives the Requirement of Increasing Depth for Diaphragm Walls
||Franz-Werner Gerressen, Arthur Bi, Wu Jie Mei and Li Yao Liang
||Wanapum Dam Repaired Using Post-Tensioning Anchors
||Abigail Stein, Assistant Project Manager, Aled Hughes, P.E., Principal, Civil Engineer, Rick Deschamps, P.E., Ph.D., Vice President of Engineering, Brian Barkauskas, P.E. and Business Development Director
||Centrifuge Modeling of Temperature Effects on the Pullout Capacity of Energy Piles in Clay
||Ismaail Ghaaowd, M.S., Ph.D. Candidate, John McCartney, Ph.D., P.E. and Associate Professor
||Design Approaches for Externally Supported Earth Retaining Systems - Details and Limitations
||Matteo Montesi and P.E.
||Ensuring Performance of Tip Post-Grouted Bored Piles (Drilled Shafts) through a Comprehensive Quality Assurance Program
||Antonio Marinucci, Ph.D., MBA, P.E., Silas C. Nichols, P.E., Mary Ellen Bruce Large, P.E. and D.GE
||Extrapolation of Unit Side Resistance in Drilled Shaft Foundations Based on Bi-Directional Load Test Data
||Joseph A. W. Toth and Ramin Motamed
||New Focus: Environmental Impact Reduction of Proper Slurry Waste Management
||Zachary Q. Maassen and E.I.T
||Value Engineering of Reinforcement Used in Large Diameter Drilled Shafts
||Shahid Islam and Lucian Bogdan
||Analyzing the Load-Transfer Behavior (T-Z Curve) for Instrumented Test Piles Driven in Clayey Soil
||Murad Y. Abu-Farsakh, Ph.D., P.E., Research Professor, Md. Nafiul Haque, Ph.D. and Geotechnical Engineer
||Deep Jet Grouting Grids for Support of a 42-Story Tower Designed Using Performance-Based Seismic Design
||Lori A. Simpson, P.E., G.E., Scott A. Walker, P.E., G.E., David A. Shook, P.E., Roberto A. Lopez and P.E.
||Reinforcement of Existing Deep Foundations with Micropiles
||Freddy Lopez, Mauricio Terceros and Martin Achmus
||Three-Dimensional Numerical Modelling of Load Distribution and Settlement of Pile Groups
||Value Engineering - Design Risk and Reward at Major Sport Arena Projects
||Diane Fiorelli, P.E., G.E., Jeremy Zorne, Timothy Siegel, P.E., Peter Faust and Dipl.-Ing.
||Evaluating Geotechnical Resiliency Solutions in New York City
||Karen C. Armfield, Gisele R. Passalacqua and Joanna Smith
||Axial Cyclic Degradation of Marine Piles: A Strain-Based Fatigue Limit
||Aaron S. Bradshaw, Ph.D., P.E., Ryan M. Coulson and E.I.T.
||Behavior of Battered Piles under Lateral Loads in Sandy Soils
||Mohamed Ashour, Associate Professor of Civil Engineering, Jogeshwar P. Singh, Ahmed AlaaEldin and Teaching Assistant
||Comparison of Pile Foundations and Ground Improvement for Reduction of Seismic Displacements for a Wastewater Treatment Plant
||Ali Ghandeharioon and Andrew Port
||Development of Site-Specific Acceleration Response Spectra for a Liquefiable Bridge Site
||S. Ali Bastani, Ph.D., P.E., G.E., F. ASCE, Ashley Varni, M.Sc. and E.I.T.