(AM-2002) Proceedings of the 27th Annual Conference on Deep Foundations, 2002, San Diego, CA
The Time Factor in Design and Construction of Deep Foundations

article# description author(s)
1235 Classical and Finite Difference Method to Estimate Pile Capacity Compared with Pile Load Testing Results Yogesh Prashar
1226 Innovative European Technologies to Accelerate Construction of Embankment Foundations Part II: DM, FMI, Mass Stabilization & CSV Ali Porbaha, Dan Brown, Alan MacNab, Richard Short
1227 Lessons Learned from Mitigating Early Project Delays to Deep Foundation Work Jeffrey L. Ottesen, Maria Petrov
1228 Recent Developments in the Law of Deep Foundations Brian P. Waagner
1229 Three Case Histories Comparing Impact and Vibratory Driven Pile Resistances in Marl Gregory J. Canivan, William M. Camp III
1230 Results of an International Pile Load Testing Prediction Event N. Charue, A. Holeyman, N. Huybrechts, C. Legrand, J. Maertens
1231 Case History of the Support of Excavation System at the San Diego State University (SDSU) LRT Station Allan Sylvester, Marlion T. McQuin
1232 High-Stress Pile Testing at Soldier Field Michael H. Wysockey, Thomas J. Wysockey, Manohar Chawla
1225 Innovative European Technologies to Accelerate Construction of Embankment Foundations Part I: GEC, AUGEO, & CFA Ali Porbaha, Dan Brown, Alan MacNab, Richard Short
1234 Conventional Static and Rapid Load Tests On CIDH Piers at a University of California Berkeley Site Mark Presten, Gyimah Kasali
1244 Lateral Load Tests on Drilled Piers in San Diego Area Residual and Formational Soils Kul Bhushan, Curt Scheyhing
1236 Improved Pile Economics: High Design Stresses and Remote Pile Testing Jim Frazier, Garland Likins, Frank Rausche, George Goble
1237 High Capacity and Fully Removable Soil Anchors Anthony D. Barley, Donald A. Bruce, Mary Ellen C. Bruce, J. Christopher Lang, Horst Aschenbroich
1238 CPT Guided Installation of Pressure-Grouted Displacement Piles Mark M. Petersen, Willie M. NeSmith
1239 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
1240 Dynamic Lateral Response of a Full-Scale Pile Group Kyle M. Rollins, Brian J. Garrett, Ryan J. Olsen
1241 Load Testing High Capacity Drilled Shafts Jorj O. Osterberg
1242 6000 Ton Osterberg Load Test Reduces Foundation Costs for Delaware River Tramway Aly M. Mohammad, Karen C. Armfield
1243 The Effect of Drilling Fluid on Axial Capacity, Cape Fear River, NC Dan Brown, Mike Muchard, Bud Khouri
1233 Driven Pile Foundation Design and Construction Genetech Hall- UCSF Mission Bay Campus Robert E. Fosse, Donald W. Quigley, Jamison H. Curry, Bret J. Lizundia