| article# |
description |
author(s) |
| 3078 |
Advances in Stress-Wave Nondestructive Testing Methods for Evaluation of Deep Foundations |
Alireza Kordjazi, Joseph T. Coe and Siavash Mahvelati |
| 3079 |
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. |
| 3080 |
New Technology of Force Monitoring of Post-Tensioning Ground Anchors |
Lucian Bogdan and Shahid Islam |
| 3081 |
Optimal Subsurface Investigation Approach for Overhead Transmission Structures |
Haijian Shi, Ph.D., P.E., P.M.P., Drew Pizzo and P.E. |
| 3082 |
Reducing Construction Interference When Implementing Geotechnical Instrumentation and Monitoring in Urban Excavation Projects |
Zhangwei Ning, Martin B. Hudson and Daniel Brescia |
| 3083 |
A Study in Extreme Event Large Displacement Analysis of Large Diameter Piles |
Bret N. Lingwall, Ph.D., P.E. and Byron Foster |
| 3084 |
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. |
| 3085 |
An Investigation of Grouted Pile Capacity Using Instrumented Pile Load Tests |
Hayel M. El-Naggar, Research Assistant, Sherif A. Akl and Associate Professor |
| 3086 |
Deep Foundation Shoring in South Florida |
Douglas C. Brunot |
| 3087 |
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 |
| 3088 |
Drilled Shaft Difficulties and a Micropile Solution |
Paul Axtell, P.E., D.GE, David Graham, P.E., Jeff Jackson and P.E. |
| 3089 |
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. |
| 3090 |
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 |
| 3091 |
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. |
| 3092 |
Rock Socketed Drilled Shafts in Electrical Substations |
Steve Davidow, P.E., S.E., Senior Vice President, Brock Wallis and Vice President |
| 3093 |
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 |
| 3094 |
Ground Improvement Design and Construction for Seattle's Elliott Bay Seawall Replacement and Retrofit |
William Perkins, P.E., LEG, Andrew Malinak and Project Manager |
| 3095 |
Railroad Bridge Approach Embankment Settlement Mitigation |
Moi Arzamendi, Jose Ramirez, Kenneth Kniss, James Gingery and Sunil Arora |
| 3096 |
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. |
| 3097 |
The Deep Soil Mixing for the Galataport Project in Istanbul, Turkey |
Marco Chiarabelli, Federico Pagliacci and Salvatore Miranda |
| 3098 |
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. |
| 3099 |
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 |
| 3100 |
Development of a New, Advanced Form of Sodium Silicate for Chemical Grouting |
Michael McDonald, Tim Evans, Julie Shang, Bingfeng Xue and Yu Guo |
| 3101 |
Innovative Riverbank Erosion Control Retaining Wall System for the Brazos River |
Will Bohlen, P.E., Tracy Brettmann, P.E. and D.GE |
| 3102 |
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 |
| 3103 |
Retrofitting Drainage Systems with Pressed-In Sheet Piles in Very Hard Soil of Southern California |
Takefumi Takuma, Christopher DellAringa and Masashi Nagano |
| 3104 |
Deep Soil Mixing for Contaminated Soil Remediation at a Superfund Site |
Larry Stearns, P.E. and Lori Tiefenthaler |
| 3105 |
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. |
| 3106 |
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 |
| 3107 |
Different Drilling Techniques in Challenging Geology at Seminole Hard Rock Hotel and Casino |
Jonathan Delgado, Michael Arnold and Ph.D. |
| 3108 |
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 |
| 3109 |
Large-Scale Earthquake-Induced Landslide Repair Following New Zealand's Kaikoura Earthquakes |
Mathew Avery, Project Development Engineer, Colby Barrett and CEO |
| 3110 |
Lateral Forces on Pile Due to Soil Slope Creep |
David E. Albus, G.E., Bidjan Ghahreman, G.E. and Ph.D. |
| 3111 |
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 |
| 3112 |
Tunnel Headwall Softeyes: Fiberglass Design Applications and Constructability Challenges |
Shawna Munn, P.Eng., Jakub Huder and P.Eng. |
| 3113 |
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 |
| 3114 |
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 |
| 3115 |
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 |
| 3116 |
Design Approaches for Externally Supported Earth Retaining Systems - Details and Limitations |
Matteo Montesi and P.E. |
| 3117 |
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 |
| 3118 |
Extrapolation of Unit Side Resistance in Drilled Shaft Foundations Based on Bi-Directional Load Test Data |
Joseph A. W. Toth and Ramin Motamed |
| 3119 |
New Focus: Environmental Impact Reduction of Proper Slurry Waste Management |
Zachary Q. Maassen and E.I.T |
| 3120 |
Value Engineering of Reinforcement Used in Large Diameter Drilled Shafts |
Shahid Islam and Lucian Bogdan |
| 3121 |
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 |
| 3122 |
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. |
| 3123 |
Reinforcement of Existing Deep Foundations with Micropiles |
Freddy Lopez, Mauricio Terceros and Martin Achmus |
| 3124 |
Three-Dimensional Numerical Modelling of Load Distribution and Settlement of Pile Groups |
Onur Kacar |
| 3125 |
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. |
| 3126 |
Evaluating Geotechnical Resiliency Solutions in New York City |
Karen C. Armfield, Gisele R. Passalacqua and Joanna Smith |
| 3127 |
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. |
| 3128 |
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 |
| 3129 |
Comparison of Pile Foundations and Ground Improvement for Reduction of Seismic Displacements for a Wastewater Treatment Plant |
Ali Ghandeharioon and Andrew Port |
| 3130 |
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. |
| 3131 |
Kinematic Response Characteristics of a Piled Raft Foundation |
Ramon Varghese, A. Boominathan and Subhadeep Banerjee |
| 3132 |
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 |
| 3133 |
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. |
| 3134 |
Performance Based Seismic Retrofit Design of Brooklyn Basin Wharf |
Sam Yao, Ph.D., P.E., Ali Naeem, P.E., Sara Barrett and P.E. |
| 3135 |
Seismic Hazards Evaluation and Lateral Pile Design in Diatomaceous Earth |
Matt Steffan and Arash Khosravifar |
| 3136 |
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 |
| 3137 |
The Use of Seismic Trace Characterization to Guide the Analysis of DST Results to Obtain More Accurate Soil Parameters |
Erick Baziw and Gerald Verbeek |
| 3138 |
Preface |
Conference Chair: Anne Lemnitzer, Ph.D.; Conference Program Chairs: Rick Walsh, P.E., G.E., and Reza Mortezaie, Ph.D, P.E. |
| 3139 |
Table of Contents |
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