| 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 |
| Conventional Static and Rapid Load Tests On CIDH Piers at a University of California Berkeley Site |
Mark Presten, Gyimah Kasali |
| Classical and Finite Difference Method to Estimate Pile Capacity Compared with Pile Load Testing Results |
Yogesh Prashar |
| High Capacity and Fully Removable Soil Anchors |
Anthony D. Barley, Donald A. Bruce, Mary Ellen C. Bruce, J. Christopher Lang, Horst Aschenbroich |
| 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 |
| 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 |
| Lateral Load Tests on Drilled Piers in San Diego Area Residual and Formational Soils |
Kul Bhushan, Curt Scheyhing |