| article# |
description |
author(s) |
| 3188 |
Case Study: Stability Analysis for an Existing Bridge Experiencing Riverbank Erosion |
William Bohlen, P.E. and Brandon Smith, P.E. |
| 3189 |
Concrete Filled Steel Tubes for Deep Foundations of Transportation Structures |
Dawn E. Lehman, Charles Roeder, and Amy Leland |
| 3190 |
Ductile Iron Pile Foundation Solution for Interior Retrofit Projects |
Gregg Piazza, P.E., Keithe J. Merl, P.E., and Brendan FitzPatrick, P.E. |
| 3191 |
Emergency Jacking Tunnel in Compressible Soil |
Michael McNicholas, P.E., James C. McIntyre, and Tai Luu, P.E. |
| 3192 |
Recent Developments in Wind Turbine Foundation Design: Post Tensioned Single Pier |
Mohamed Alrowaimi, Ph.D., Amr Sallam, Ph.D., P.E., Xuebing Zheng, P.E., Ahmad Mohamed, Ph.D., and Mohsen Elsayed, P.E. |
| 3193 |
Sustainability Assessment of Deep Foundations: Case Study |
Girish Kumar, Jyoti K. Chetri, and Krishna R. Reddy |
| 3194 |
The Final Piece of the Puzzle: Re-Design of Grouted Closures for a Dam Cutoff Wall |
James C. Myers, P.E., Lucian P. Spiteri, P.E., Daniel P. Stare, P.E. and Christopher M. Hallahan, P.E. |
| 3195 |
The Use of Rigid Inclusions to Support Large Spans |
Sonia Sorabella Swift, Nina Carney, David Tarasovic, and Michael Shedlosky |
| 3196 |
Challenges and Lessons Learned from Shoring Design of 2nd/Broadway Metro Station |
Pirooz Barar and Babak Mamaqani |
| 3197 |
Deep Foundations for Top Down-Construction of High-Rise Project |
Kenneth S. Hudson, Martin B. Hudson, Ph.D. and Gwendolyn Arreguin |
| 3198 |
Design and Construction of Permanent Sheet and Pipe Pile Basement Walls with the Press-in Piling Method |
Takefumi Takuma, Tsunenobu Nozaki and Masashi Nagano |
| 3199 |
Hudson's Revitalization: The Use of Robotics in the Work Place |
David P. DeClerck |
| 3200 |
Top-Down Methods Utilizing Secant Walls at 110 N. Carpenter: Design and Construction |
Dave R. Sutfin, P.E., S.E. and Joe Lodde |
| 3201 |
Innovations and Challenges During Urban Development - Shoring and Foundations of Canada's Tallest Residential Building |
Shawna Munn, P.Eng., Nadir Ansari, P.Eng, D.GE, M.ASCE and Toben Jerry |
| 3202 |
Excavation-Induced Movement of Adjacent Foundations |
Wystan Carswell, Hugo Meggitt and Damian R. Siebert |
| 3203 |
Helical Pile-to-Pile Cap Connections Subjected to Uplift Forces: Improving Future Practice |
Sundar Chiluwal and Serhan Guner |
| 3204 |
Making Foundation Design Courses More Engaging and Effective for Students |
Evangelia Ieronymaki, Assistant Professor |
| 3205 |
Specialty Geo-Engineering in a Caisson Town |
Jeffrey R. Hill, P.E., Joel Dellaria, P.E., S.E. and William H. Walton, P.E., S.E., F.ASCE, D.GE |
| 3206 |
Deep Foundation Advancements in Fargo |
Matthew R. Glisson, P.E. and Ezra Ballinger, P.E. |
| 3207 |
Overcoming Constructability Challenges for Drilled Displacement Pile Installation in Difficult Geology |
Yaser Taheri, P.E., A. Rod Kern and Michael A. McNicholas, P.E. |
| 3208 |
Urban High Capacity Deep Foundation Solutions in Sites with Complex History and Geology |
Gisele R. Passalacqua, Joanna Smith and Karen C. Armfield |
| 3209 |
Consultants Can Be Safe, Too - A Collaborative Approach |
Michael J. Weaver, P.E. and Brian FitzPatrick, CHMM |
| 3210 |
Design and Construction of Mixed Ground Working Platform for a CCR Surface Impoundment |
Daniel J. Woeste, P.E., William Tanner, P.E., Juan M. Pestana, Sc.D., P.E., Paul J. Sabatini, Ph.D., P.E., D.GE, Jeremy M. Gasser, P.E. and Cuneyt Gokmen, P.E. |
| 3211 |
Excavation Risks Adjacent to Existing Structures in Illinois and Urban Environments - Identifying and Managing Technical and Legal Issues |
Gregory R. Meeder, James P. Chivilo, Scott J. DiFiore, P.E. and Matthew H. Johnson, P.E. |
| 3212 |
Numerical Analysis in Assisting Crane Pad Design and Underground Utilities Evaluation |
Yao Zhang, Ph.D., P.E. and Yazen Khasawneh, Ph.D., P.E. |
| 3213 |
Performance Monitoring of Mixed Ground Working Platform for a CCR Surface Impoundment |
Amir Ahmadipur, Ali Ebrahimi, PhD., P.E., Roneet Das, William Tanner, P.E., Paul J. Sabatini, Ph.D., P.E., D.GE, Jeremy M. Gasser, P.E. and Cuneyt Gokmen, P.E. |
| 3214 |
Bi-Directional Testing Using Super Cells for the Jiaxing-Shaoxing River Crossing Bridge |
Antonio Marinucci, PhD, MBA, P.E., Robin Mao and Diane Reid |
| 3215 |
Building Drilled Shafts to Bridge the Mississippi |
Brian Koch |
| 3216 |
Drilled Shaft Load Testing Program for Design of Foundations for an Automated People Mover |
John C. Niedzielski, P.E., Samer Rabab'ah, Ph.D., P.E. and Jason Valeria, P.E. |
| 3217 |
Installation of 10 Feet Diameter CIDHS in Soft Clay Using Rotator/Oscillator on Trestle |
Pirooz Barar and Babak Mamaqani |
| 3218 |
Finite Element Aided Design Method for Frozen Earth Shaft Support |
Joseph A. Sopko |
| 3219 |
Structural Evaluation of Thermal Integrity Testing Results of Transmission Foundations |
Travis Coleman, P.E. and Ryan Weaver, P.E. |
| 3220 |
Anchored Double Tier Retaining Walls on Sloping Embankment |
Chu E. Ho and Paul Napoli |
| 3221 |
Assessment of Analysis Techniques for Multi-Plate Anchors in Sand |
Anastasia Nally and James P. Hambleton |
| 3222 |
Case Histories of Circular Secant Pile Access Shafts for Tunnels |
Stanley L. Worst, Matthew J. Niermann and Piotr Kozlowski |
| 3223 |
Comparison of 2D and 3D Anchor Analysis Methodologies |
Murray Fredlund, Gilson de F. N. Gitirana Jr., Ruth McKeown and HaiHua Lu |
| 3224 |
Design and Construction Benefits of Performing a Bi-Directional Test on a Drilled Shaft in Sand, Gravel, and Cobble Deposits |
Van E. Komurka, P.E., D.GE, F.ASCE and Marco Fellin, P.E. |
| 3225 |
Effect of Electrokinetics on Pullout Resistance of Sheet Pile Walls |
Antonio Kodsy, Teaching Assistant and Lutful Khan, Associate Professor |
| 3226 |
Levee Rehabilitation, Lower Wood River Phase II - East Alton Il. Deep Cutoff Wall |
Wesley Schmutzler, Matteo Bertoni and Gene Bryant |
| 3227 |
Efficient Deep Foundations, Earth Retention Systems and Ground Improvement - New School Techniques for Columbia Manhattanville’s Subsurface Challenges |
Jeffrey Di Stasi, Frank Di Salvo, P.E. and Justin Lukens |
| 3228 |
Permanent Earth Retention for Deep Excavation Installed Within Minimal Right of Way Limits |
Christopher J. Ramsey, P.E. and Thomas D. Humbert, P.E. |
| 3229 |
Case History: Comparison of CSL Results to Physical Observations |
David S. Graham, P.E. and Paul J. Axtell, P.E., D.GE |
| 3230 |
Cost and Technical Comparison of Non-Destructive Test Methods for Drilled Shafts |
Thomas Hyatt, P.E., Daniel Belardo, Ronnie Melker, and Joel Webster, E.I. |
| 3231 |
Cross Hole Sonic Logging Versus Perimeter Sonic Logging: What Have We Learned? |
Scott A. Jacobs, Aaron Thomas, Cory McElprang and Enamul Hoque |
| 3232 |
Full Waveform Inversion of Cross-Hole Stress Waves for Structural Integrity Testing of Drilled Shafts |
Alireza Kordjazi, Joseph T. Coe and Michael Afanasiev |
| 3233 |
Innovative Use of an Active Soil Nail Wall in Lieu of Pit Underpinning for a Historic Building |
Yaser Taheri, P.E., Maxim C. Schisler, P.E. and Tai Luu, P.E. |
| 3234 |
Unique Algorithm Which Takes Into Account Source Wave Travel Paths When Estimating Absorption Values from DST Data Sets |
Erick Baziw and Gerald Verbeek |
| 3235 |
A Combination of Jet Grouting and MPSP Grouting in Iksar River Cascade Hydropower Plant in Bulgaria |
Andrea M. R. Pettinaroli, Mario Ruggiero, Gabriele Balconi, Massimo Poggio and Riccardo Castellanza |
| 3236 |
Adaptive Design and Contractual Approaches to Address Geotechnical Uncertainties in a Design-Build Ground Improvement Project |
Mark T. Howe, Yan Zhang, Ph.D., P.E., Mike Minton, P.E., and Kalyani Devabhaktuni, P.E. |
| 3237 |
Effectiveness of Head-Enlarged CDM Columns in Evaluating Settlement of Improved Grounds |
T. D. Nguyen, Y. M. Ha, H. K Choi and D. T. Nguyen |
| 3238 |
Ground Freezing: The Use of Liquid Nitrogen Systems Converted to Brine |
Joseph A. Sopko |
| 3239 |
Jet Grout Underpinning to Support the Waterman Hospital |
Stanley L. Worst, Piotr Kozlowski and Matthew J. Niermann |
| 3240 |
Site Development and Foundation Planning for a Wastewater Treatment Plant Expansion |
Ali Ghandeharioon, Ph.D., P.Eng. and Steven R. Ahlfield, M.Sc., P. Eng. |
| 3241 |
Stone Columns Ground Improvement - A Trial in Silty Sands |
Ana Pereira, Donald Bruggers and Naomi Norris |
| 3242 |
Jet Grouting for Strength in Marine Sediments with Hydrocarbons |
Sharon G. Cranston, Giuliana A. Zelada, Alessandro Bertero and Paul M. Schuman |
| 3243 |
Use of EPS for Roadway Embankments on Soft Soils |
Mona B. Anwar, Associate Professor; Sherif S. AbdelSalam, Associate Professor; Sylvia S. Eskander, Teaching Assistant |
| 3244 |
Augered Pile World Record Depth Within a Soil Mix Basement |
Andres M. Baquerizo, Nicholas Feldt and Jeremiah J. Filjones |
| 3245 |
Case Study on the Frederick Douglass Memorial Bridge and the Use of Large Diameter Open End Steel Pipe Piles, Washington, DC |
Michael D. Venezia, P.E., and Karl A. Higgins III, P.E., D.GE |
| 3246 |
Cased CFA Pile - An Alternative Piling Methods - A Chance for Technical and Economical Solutions |
Franz-Werner Gerressen, Gordian Ulrich and John R. Grillo, P.E., M.ASCE |
| 3247 |
Dynamic and Static Load Testing: A Cost Savings Approach |
Brandon Phetteplace, P.E., Tom Hyatt, P.E. and Camilo Alvarez, P.E. |
| 3248 |
Effect of Installation Method on the Ratio of Tensile to Compressive Unit Shaft Resistance of Piles in Dense Sand |
A. C. Galvis Castro, Ph.D. Candidate; E. Ganju, Ph.D. Candidate; R. D. Tovar Valencia, Assistant Professor; M. Prezzi, Professor and R. Salgado, Professor |
| 3249 |
Efficient Torque-Installed Pile Use in Southern California |
Molly Winston, P.E. and Jason Buenker, P.E. |
| 3250 |
Geotechnical Instrumentation of Pile Foundations Embedded in Molasse of a High-Rise Building |
R. Milane, L. Briançon, A. Daouadji, S. Grange and P. Cazes |
| 3251 |
Linking the Installation Response of Screw Piles to Soil Strength and Ultimate Capacity |
James P. Hambleton and Sam A. Stanier |
| 3252 |
Observed Driving Performance of Open-Ended Steel Pipe Piles with and without Plugged Toes |
Chu E. Ho and Paul Napoli |
| 3253 |
Fundamentals First |
Daniel P. Dietzler, P.E., CEO; Jeffrey C. Schuh, P.E., President and Logan Bloemer, P.E., Project Manager |
| 3254 |
Effects of Atmospheric Conditions on Energy Pile Performance |
Randall A. Pietersen and Melissa S. Beauregard, Ph.D. |
| 3255 |
Elimination of Environmental Footprint: LVCC Expansion - Foundation Installation |
Zachary Q. Maassen |
| 3256 |
Experimental P-Y Curves from Centrifuge Tests on Pile Foundations Subjected to Liquefaction and Lateral Spreading |
Milad Souri, Graduate Student Researcher, Arash Khosravifar, Assistant Professor; Scott Schlechter, Principal; Nason McCullough, Principal and Stephen E. Dickenson, Principal Engineer |
| 3257 |
Accuracy of Low-Strain Pile Integrity Test Results |
Mahesh Hingorani |
| 3258 |
Identification and Quantification of Pile Relaxation |
Patrick J. Hannigan, P.E., Alex Ryberg, P.E., and Rozbeh B. Moghaddam, Ph.D., P.E. |
| 3259 |
Preface |
Conference Chair: Dhooli Raj, P.E |
| 3260 |
Inference in the Detection of Pile Integrity Defects Using Current Quality Control Methods |
M. Ansriou and T. Wulleman |
| 3261 |
Innovate Driven Pile Solution for the Rhode Island Route 6/10 Interchange Project |
Seth H. Hamblin, P.E., Leo J. Hart and John E. Regan, P.E. |
| 3262 |
Installation and Efficiency of Common Helical Pile Couplings |
Jason Herron and Joseph Brown |
| 3263 |
Large Diameter Open-End Pipe Pile Driveability Analysis Including Geotechnical Friction Fatigue |
Rozbeh B. Moghaddam, Patrick J. Hannigan and Frank Rausche |
| 3264 |
p-y Curves for Analyzing Micropiles in Sandy Soils Using Lateral Load Test Data |
Akhter Hossain, Ph.D., P.E. and Mahdi Soudkhah, Ph.D., P.E. |
| 3265 |
The Use of Vibratory Driving of Foundation Piles for Offshore Applications - State of the Practice |
Rob van Dorp, Nicolas Moscoso, Marcel Bielefeld and Gerald Verbeek |
| 3266 |
A Fully Connected Jobsite is a Must for the Future |
Jochen Maurer, CEO and Christian Hoyme, Product Manager |
| 3267 |
Definition of Drilling-Activity Patterns Based on Production Data Profiles |
Diego Bellato, Ph.D., P.E. |
| 3268 |
Design and Delivery of Micropile Installation Leveraging Augmented and Virtual Reality |
Zachary T. Fleming and Guilherme L. M. G. Carvalho |
| 3269 |
DIGGS Does Deep Foundations |
Robert Bachus, Ph.D., P.E., D.GE, Nick Machairas, and Allen Cadden, P.E., D.GE |
| 3270 |
Numerical Evaluation of Top of Rock Profile, Rock Strength and Conductivity |
L. John Endicott and Wengang Zhang |
| 3271 |
Diving Underground - through a Hologram - to Better Understand Foundation Risk |
Scott A. Anderson, Ph.D., P.E., Benjamin S. Rivers, P.E., Silas Nichols, P.E., and Derrick D. Dasenbrock, P.E., D.GE |
| 3272 |
Electronic Instrumentation in Support of Installation of Special Foundation Projects As Part of the Digital Future - Ensuring Safe Production and Improving Quality Control |
Franz-Werner Gerressen |
| 3273 |
Geo-Foundations Project Information Management Systems on a Budget |
Jamey B. Rosen, P.Geo |
| 3274 |
Today's Connectivity: Using Historic Data to Anticipate Future Risk |
Michael Frawley, Jessica Turner and Deana Ruud |
| 3275 |
Utilizing Drones to Improve Project Workflows |
Barritt Lovelace, P.E. |
| 3276 |
Virtual Imaging Technologies as Decision-Making Tools for Geo-Hazards |
Arpana P. Sabu, Guillermo Diaz-Fanas, Themis Vaxevanis and Sissy Nikolaou |
| 3277 |
Cost Effective Excavation Support in Seattle |
Richard D. Luark and Fernanda S. Madrona |
| 3278 |
Deep Excavation Support: Innovative Shoring Design in an Urban Environment |
Richard D. Luark and Fernanda S. Madrona |
| 3279 |
Jet Grout Underpinning of Sensitive Structures in Urban Environments |
John H. Gill and Alexander Ciccone |
| 3281 |
Table of Contents |
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