| article# |
description |
author(s) |
| Preface |
| 3728 |
Preface |
Sebastian Lobo Guerrero, Ph.D., P.E., A.G.E.S. |
| Adapting Deep Foundation Techniques for Innovative Urban and Waterfront Construction Solutions |
| 3654 |
An Experimental Investigation on the Benefits of a Hybrid Pile/Footing System on Sand |
Mohammed Al Maadheedi, Nick Hytiris, Slobodan B. Mickovski |
| 3655 |
Boston Waterfront Redevelopment: Re-Use of Existing Pier Piles to House Future Generations |
John P. Briand III, Robert E. Fosse, Douglas J. Aghjayan |
| 3656 |
Design and Construction of Underground Basin Using Composite Slurry Wall 500 Feet Away from the Pacific Ocean |
Meeok Kim, PE, PhD, Ihab Allam, PE |
| 3657 |
Innovative SOE Solutions for Shaft Construction: Getting to Depth with Diaphragm Walls at Westerly Storage Tunnel |
Jewels Stover, Lisa Smiley, Ryan Sullivan |
| 3727 |
Installing and Testing Multi-Bar High Capacity Rock Tiedowns |
Steven Lowe, Andrew Pontecorvo, David Sposito |
| 3659 |
Large Diameter Auger Cast Piles at Audi Field, DC United's New Soccer Stadium |
Christophe H. Locussol |
| 3660 |
NYCT's 207th St Yard Floodwall |
Christian L. Escalera |
| 3661 |
Using Rigid Inclusions, Helical Piles and Micropiles to Revitalize 1600 Smallman Street |
Nina F. Carney, PE, Zachary T. Smith, E.I.T., Melinda J. Hummel, MSc, PE, Nathaniel Witter, PE |
| Designing for Complex Geology, Loading Conditions and Project Constraints |
| 3662 |
A Collaborative Approach to the Design and Delivery of the Most Heavily Loaded Piles Ever Constructed in the UK |
J. D. Morris, P. M. Wiltcher, Z. Baldwin, T. Hartlib, J. F. Kennedy, M. S. Crilly |
| 3663 |
Building above and Excavating below an Iconic Building in Manhattan |
Seth Martin, PE, Arthur J. Alzamora Jr., PE, Marc J. Gallagher, PE, John S. Civetta, Ronald Peralta |
| 3664 |
Lessons Learned from Construction of a Tire Plant in Karst, NS2 Tires, White, GA |
Robert L. Goehring, PE D.GE, F.ASCE, Fred Munene, PE |
| 3665 |
Mindful Monitoring of a Variable Excavation Support System |
Johanna M. Simon, PE, Michael S. Senior, E.I.T., Allen W. Cadden, D.GE., PE, B. Philip Shull Jr., PE |
| 3666 |
On Driven Piles in Coralline Deposits: A Selected Case from the Red Sea Coast of Saudi Arabia |
Waddah Akili, PhD, PE, M. ASCE |
| 3667 |
Pre-Engineered Hydraulic Bracing Systems |
Braxton P. Erbe, Douglas C. Brunot, PE, S.E. |
| 3668 |
Review of Axial Design Methodologies of Auger Cast Piles Bearing in Yorktown Formation |
Kashyap Chaturvedula, Emad Farouz |
| 3669 |
Stabilizing a 100 ft Rock Slope with Limited Access and Tight Construction Tolerances Using Observational Method and Real-Time 3D Modeling |
Michael S. Senior, E.I.T., Travis A. Shoemaker, E.I.T., Mitchell S. Youmans, E.I.T., Nancy T. Chin |
| 3670 |
Trouble in Paradise: Micropiles as a Solution to Challenging Geotech and Steep, Rugged Terrain on the Island of Oahu |
Steve Davidow, PE, S.E., P.Eng., Scott Tunison |
| 3671 |
Using Multiple Pile Types for a Single Project to Maximize Benefits |
Matthew A. Conte, CPC, Robert F. Tonning, PE, James F. Davis, PE |
| Development and Use of National and State Codes and Standards |
| 3672 |
A Soil Quake Davisson Offset Method for Drilled Foundations |
Michael Perlow Jr. |
| 3673 |
Design of Self-Drilling Micropiles for Permanent Applications |
Freddy Lopez, Racquel Nottingham, Ole Gadermann |
| High Value Subsurface Characterization Processes |
| 3674 |
Bring Your A-GaME! The Benefits of Advocating for Advanced Geotechnical Exploration Methods |
Mary C. Nodine, Benjamin Rivers, Derrick Dasenbrock |
| 3675 |
Foundation Soil Strength Characterization of Coastal Plain Deposits along I-64 Corridor in Virginia |
Deniz Karadeniz, PhD, P.G., PE, Sushant Upadhyaya, PhD, PE |
| 3676 |
Geophysical Applications for Highway Infrastructure, a Retrospective |
William P. Owen, PGP, PG, CEG, William M. Dalrymple, PGP, Benjamin S. Rivers, PE |
| 3677 |
Geophysical Investigations Enhance Geologic Characterization in Support of Pile Foundation Program |
Michael Oakland, PE, PhD, Mario Carnevale, MSc., P.G., Myles Danforth, BSc. |
| 3678 |
Tomographic DST Algorithm for Stone Column Site Imaging and Characterization |
Erick Baziw, Gerald Verbeek |
| Local National and International Case Histories with Lessons Learned |
| 3679 |
A Case Study: Soil Setup for Piles Driven into Eastern Coastal Plain Deposits in Virginia |
Deniz Karadeniz, PhD, P.G., PE, Sushant Upadhyaya, PhD, PE, Ahmed Mohamed, PE |
| 3680 |
Case Study: The Use of Post Tensioned Piles for Wind Turbine Foundations |
Mohamed Alrowaimi, PhD, PE, Ahmad Mohamed, PhD, Amr Sallam, PhD, PE |
| 3681 |
Collaborative Foundation Value Engineering Redesign |
Jeffrey Goodwin, PE, Martin McDermott, P.G., Robert Ross, PE, Kevin Tehansky, PE |
| 3682 |
Costa Rica Circunvalacion Norte Project: Lessons Learned from Foundation Drilling |
Bernardo J. Jiménez Vega, Roberto Acosta Mora, Harlem Lora |
| 3683 |
Evaluation of a New P-Y Analysis Tool for Lateral Analysis of Drilled Shafts Using Load Tests in Nevada |
Fahim M. Bhuiyan, Raj V. Siddharthan, Ramin Motamed David H. Sanders |
| 3684 |
Evaluation of Degree of Overconservatism in API Shaft Friction of Piles in Marine Sand of the Arabian Gulf |
Ahmed H. Bukhary, Naser A. Al-Shayea, Prakasha S. Kuppalli |
| 3685 |
Excessive Pile Breakage, Gaylord National Resort and Conference Center, a Look Back 15 Years Later |
Karl A. Higgins III, M. Eng., PE, D. GE |
| 3686 |
Geotechnical Assessment of the Manhattan Cruise Terminal Piers: Analysis of Timber Piles in Soft Organic Silts |
Rodrigue Karam |
| 3687 |
Ideas to Improve Driven Pile Foundation Design and Installation Procedures |
Steven R. Saye, Armin W. Stuedlein, Associate Professor, Bryan P. Kumm |
| 3688 |
John F. Kennedy Airport Site Redevelopment: Tapertube Pile Foundation |
Aly Mohammad, PhD, PE, Gisele R. Passalacqua, MS, Joanna Smith, MS |
| 3689 |
On Driven Piles in the Arabian Gulf: Imperfections, Potential Challenges, and Lessons Learned |
Waddah Akili, PhD, PE, M. ASCE |
| 3690 |
Prevention of Landslides with Rows of Pressed-In Pipe Piles on Steep Slope |
Takefumi Takuma, Koji Kajino, Masashi Nagano |
| 3691 |
Trencher Method vs. Slurry Trenching: A Pros & Cons Comparison of Case Studies |
Charlie Krug, Daniel Ruffing, PE |
| 3692 |
Use of Reinforced Concrete Drilled Shafts for Landslide Control in Pakistan - A Case Study |
Sohail Kibria, Asim Masud, Obaid Rehman |
| Mega and Local Projects |
| 3693 |
2100 L Street Underpinning & Support of Excavation |
Charles R. Conlon, Matthew J. Niermann |
| 3694 |
Capitol Complex Phase 1 Expansion |
Charles A. Luxford, PE, SE, Eric S. Lindquist, PE, PhD |
| 3695 |
Deflection-Based Design for the Capitol Crossing Support of Excavation |
Harald P. Ludwig, Matthew J. Niermann |
| Other Deep Foundations Topics |
| 3696 |
Bi-Directional Load Testing Using Donut Super Cells for Hangzhou West Railway Station |
Antonio Marinucci, PhD, MBA, PE, Robin Mao |
| 3697 |
Case Studies/Case Histories in Geotechnical Engineering: Enhancing the Practice in an Interactive Learning Environment |
Waddah Akili, PhD, PE, M. ASCE |
| 3698 |
Centrifuge Modeling of Axial Failure of Helical Piles in Cohesive Soils |
Weidong Li, PhD candidate, Mohamed Abdelaziz, Richard Schmidt, Lijun Deng, Associate Professor, Rick Chalaturnyk, Professor |
| 3699 |
Comparing Analytical Models with Slipping and Non-Slipping Interface in Axially Loaded Tension Piles |
Kelvin Lo, Darren Newell, Erwin Oh |
| 3700 |
Controlling Vibrations from Close-In Pile Driving |
David K. Miller, P.G., Matthew W. Anderson, PE, Patrick T. Hastings Jr., P.G. |
| 3701 |
Cost Analysis of Multiline Ring Anchor System for Offshore Wind Farm |
Junho Lee, Mohammad Khan, Leopoldo Bello, Charles P. Aubeny |
| 3702 |
CPT and Pile Database for Performance-Based Design of Pile Axial Bearing Capacity |
Abolfazl Eslami, Sara Heidarie Golafzani, Sara Moshfeghi |
| 3703 |
DCP Investigation of Strength Increases in Polyurethane and Acrylate Treated Soils |
Andreu J. Ferrero, PE |
| 3704 |
Design and Specification Considerations for Environmental Cutoff Walls |
Daniel Ruffing, PE, M.ASCE, Jeffrey Evans, PhD, PE, D.GE, F.ASCE² |
| 3705 |
Diaphragm Wall Technique Used in a Different Way – Cutting Trenches up to 823 ft (251 m) for an Exploration and Bulk Sampling Program |
Franz-Werner Gerressen, Stefan Schwank, Alexander Blatt |
| 3706 |
Effect of Curing Stresses on the Mechanical Properties of Soil-Cement Mixed Materials |
George Onorato, PE, Giovanni Bonita, PhD, PE, P.Eng., P.G. |
| 3707 |
Estimation of Maximum Unit Side Resistance in Drilled Shaft Foundations from Partially Mobilized Load-Displacement Data |
Joseph A. W. Toth, M.S., Ramin Motamed, PhD, PE, Associate Professor, Anna Panorska, PhD, Professor |
| 3708 |
Evaluating Bending Failure of Floating Soil-Cement (SC) Columns under Road Embankments Using 3D FEA |
Sailesh Shrestha |
| 3709 |
Is Excess Pore Water Pressure Build up an Engineering Demand Parameter for Excavation Analyses? |
A. Felipe Uribe-Henao, Luis G. Arboleda-Monsalve, Assistant Professor, Camilo Ballesteros, David G. Zapata-Medina, Associate Professor |
| 3710 |
Large-Scale Shake Table Experiment on the Performance of Helical Piles in Liquefiable Soils |
Milad Jahed Orang, Reza Boushehri, Ramin Motamed, Athul Prabhakaran, Ahmed Elgamal |
| 3711 |
Lateral Behavior of Post Grouted Drilled Shafts |
Ehab S. Shatnawi, PhD, PE, Emad Farouz, PE, Charles Winter, PE |
| 3712 |
Non-Destructive Testing of Unknown Bridge Foundation Lengths Using Parallel Seismic Testing |
Mike K. Muchard, PE, Chetan D. Savani |
| 3713 |
Pile Diameter Effects on Initial Modulus of Subgrade Reaction for Laterally Loaded Piles |
Amin Rahmani, PhD, PE, Hubert Law, PhD, PE |
| 3714 |
Risk Management for Dam Rehabilitation Projects |
David Paul |
| 3715 |
Simulation of Soil-Structure Interaction with Sheet Pile and Retained Soil |
Seok hyeon Chai, Clarissa Aguiar, Sina Javankhoshdel, Thamer Yacoub |
| QA-QC and Monitoring During and After Construction |
| 3716 |
Acceptance of Timber Piles Based on Equivalent Driving Energy |
Chu E. Ho |
| 3717 |
Case Study of Three Bidirectional Static Load Tests for Bored Piles at Sabana Costa Rica |
Mauricio Coto, Luis Millán, Luis A. Vargas, Karen Calderón |
| 3718 |
Delving Deeper into Foundation Slurry Rheology |
Greg Plutko |
| 3719 |
Determining Length of Pile Foundations by Analyzing Response to Lateral Hammer Impact |
Vivek Samu, Murthy Guddati |
| 3720 |
Geospatial Project Information Management System at Herbert Hoover Dike |
Jamey Rosen, Michael Arnold, Maximilian Meisel |
| 3721 |
Improvement of Toe Resistance of Drilled Shaft Foundations Using Smart Cells |
Antonio Marinucci, PhD, MBA, PE, Mario A. Terceros Herrera, Mario Terceros Arce |
| 3722 |
One Seam at a Time: Interactive Quality Assurance to Identify Coal Seams during Foundation Construction |
Christopher Lawler, P.G., Matthew Runion, PE |
| 3723 |
Quality Assessment of Drilled Shaft Foundations at the Jane Byrne Interchange |
Elvis Ishimwe, PhD, Travis Coleman, PE |
| 3724 |
Quality Control and Estimation of Axial Resistance by Using an Expander Body, a Large-Scale Pressuremeter |
Antonio Marinucci, PhD, MBA, PE, Mario A. Terceros Herrera, Mario Terceros Arce |
| 3725 |
Switching from Monetary Process Management to Critical Success Factors Using an Appropriate Process Information System |
Jochen Maurer, Dr. Christian Hoyme, Dr. Hans Regler |
| 3726 |
The Potential Impacts of Unreliable Instrumentation Data |
Sean D. Johnson, PE, Giovanni A. Bonita, PhD, PE, PG, Peng, Asher H. Peltz, PE |
