| Classical and Finite Difference Method to Estimate Pile Capacity Compared with Pile Load Testing Results |
Yogesh Prashar |
| Innovative European Technologies to Accelerate Construction of Embankment Foundations – Part II: DM, FMI, Mass Stabilization & CSV |
Ali Porbaha, Dan Brown, Alan MacNab, Richard Short |
| Lessons Learned from Mitigating Early Project Delays to Deep Foundation Work |
Jeffrey L. Ottesen, Maria Petrov |
| Recent Developments in the Law of Deep Foundations |
Brian P. Waagner |
| Three Case Histories Comparing Impact and Vibratory Driven Pile Resistances in Marl |
Gregory J. Canivan, William M. Camp III |
| Results of an International Pile Load Testing Prediction Event |
N. Charue, A. Holeyman, N. Huybrechts, C. Legrand, J. Maertens |
| Case History of the Support of Excavation System at the San Diego State University (SDSU) LRT Station |
Allan Sylvester, Marlion T. McQuin |
| High-Stress Pile Testing at Soldier Field |
Michael H. Wysockey, Thomas J. Wysockey, Manohar Chawla |
| Innovative European Technologies to Accelerate Construction of Embankment Foundations – Part I: GEC, AUGEO, & CFA |
Ali Porbaha, Dan Brown, Alan MacNab, Richard Short |
| Conventional Static and Rapid Load Tests On CIDH Piers at a University of California Berkeley Site |
Mark Presten, Gyimah Kasali |
| Lateral Load Tests on Drilled Piers in San Diego Area Residual and Formational Soils |
Kul Bhushan, Curt Scheyhing |
| Improved Pile Economics: High Design Stresses and Remote Pile Testing |
Jim Frazier, Garland Likins, Frank Rausche, George Goble |
| High Capacity and Fully Removable Soil Anchors |
Anthony D. Barley, Donald A. Bruce, Mary Ellen C. Bruce, J. Christopher Lang, Horst Aschenbroich |
| CPT – Guided Installation of Pressure-Grouted Displacement Piles |
Mark M. Petersen, Willie M. NeSmith |
| Large Diameter Pile Driving, Acceptance and Soil-Pile Setup New East Span San Francisco-Oakland Bay Bridge |
Saba Mohan, Reid Buell, Robert Price, Robert F. Stevens, Jacob Chacko, Roger Howard |
| Dynamic Lateral Response of a Full-Scale Pile Group |
Kyle M. Rollins, Brian J. Garrett, Ryan J. Olsen |
| Load Testing High Capacity Drilled Shafts |
Jorj O. Osterberg |
| 6000 Ton Osterberg Load Test Reduces Foundation Costs for Delaware River Tramway |
Aly M. Mohammad, Karen C. Armfield |
| The Effect of Drilling Fluid on Axial Capacity, Cape Fear River, NC |
Dan Brown, Mike Muchard, Bud Khouri |
| Driven Pile Foundation Design and Construction Genetech Hall- UCSF Mission Bay Campus |
Robert E. Fosse, Donald W. Quigley, Jamison H. Curry, Bret J. Lizundia |
