| art# |
title |
author(s) |
| 1442 |
Deep Foundations in Washington, DC |
Douglas W. Christie; Hugh S. Lacy |
| 1443 |
Soil Nail Support of Excavation System for the Embassy of the Peoples Republic of China in the United States |
Giovanni A. Bonita; Fred S. Tarquinio; Lars Wagner |
| 1444 |
Case History of the Support of Excavation System at the Dulles Automated People Mover (DAPM) Tunnels and Stations |
Marlion T. McQuinn; Irvin J. Ragsdale; Arash Parham |
| 1445 |
United States Capitol Visitor Center - Drilled Shafts, Utility Conflicts and Communication |
Giovanni A. Bonita; William Maher |
| 1446 |
A Historic Capitol and a Deep Excavation |
Richard F. Sliwoski; Nasser Massoudi |
| 1447 |
Effect of Surcharge Pressures on Excavation Support - Inconsistencies between Design Calculations and Practice |
Darrell Wilder; Wanxing Liu; Jesús Gómez |
| 1448 |
Recent Advances in Large Diameter Diaphragm Wall Shafts |
Benoit Virolle; Christian Gilbert; Rick Deschamps |
| 1449 |
Construction of a Deep Slurry Wall in a Restricted City Centre Site using a Hyrdraulic Grab and Rotator System |
P.M. Wiltcher; Jimmy Lee |
| 1450 |
Port Mackenzie, Alaska - Deep Soil Compaction Spin Fin™ Pile Tension Test and Dock Construction |
Garth Howlett |
| 1451 |
Study of Hammer Selection for Driven Steel Pipe Pile |
Jiwei Duan; Steven Diggins |
| 1452 |
Secant Pile Walls - Design, Construction and Case History |
Ketan H. Trivedi; Anthony Mazzo |
| 1453 |
Experiences with Heavy Drop Hammer Testing of Rock-Socketed Shafts |
Frank Rausche; Michael Morgano; Pat Hannigan; Marty Bixler; Jorge Beim |
| 1454 |
Intelligent Pile-Driving with a Diesel Impact Hammer |
Michael D. Justason, |
| 1455 |
The Seven Steps to Foundation Retrofit |
Javier Rodriguez; Jesús Gómez; Carlos Englert; Allen Cadden |
| 1456 |
Evaluation of Achievable Column Diameter in Jet Grouting |
Chu E. Ho |
| 1457 |
Micropile and Soil Nail Load Transfer Rates in the Puget Sound Region of Washington State |
Carole L.B. Mitchell; Wendy L. Mathieson; Kristopher P. Koski; Theodor W. Hopkins; Stanley R. Boyle; Thomas M. Gurtowski, |
| 1458 |
Case History: Multiple Axial Statnamic Tests on a Drilled Shaft Embedded in Shale |
Paul J. Axtell; J. Erik Loehr; Daniel L. Jones |
| 1459 |
RC Harris Water Filtration Plant Expansion Excavation Support Design, Installation and Performance |
Matthew Janes; Nadir Ansari; Michael Cianchetti |
| 1460 |
Micropiles Prove Advantageous over Drilled Shafts for Merchants Railroad Bridge Rehabilitation |
Jeffrey R. Hill |
| 1461 |
Deep Foundations in Karst - Lessons Learned from I-40 Corridor Widening in Knoxville, Tennessee |
James L. Vinson; Harry L. Moore |
| 1462 |
Large Diameter Steel Pipe Piles Running Under Self Weight in Soft Clay – Predicted Vs. Observed Behavior – Richmond San Rafael Bridge Seismic Retrofit |
A.R. Dover; J. Davidson; |
| 1463 |
Micropiles and Anchor Piles - The Liberty Bridge |
Daryl W. Wurster |
| 1464 |
Underpinning a Crane Foundation |
Donald R. McMahon; Andrew J. Nichols; John L. Walker |
| 1465 |
Video Inspection of Rock Sockets for a Piling Project |
Ali Ameli |
| 1466 |
111,000m of Continuous Flight Auger Piling for LNG Tank Bases in Poor Alluvial Soils, Isle of Grain, UK |
Shane Baker; Ian J. Lovett; Paul D. Tester |
| 1467 |
Tied-Back Micropile Walls in Landslide Repair |
Kevin W. Cargill, P.E.; Stephen L. Dimino; Nilesh Surti; Matt Niermann; |
| 1468 |
Analysis of Piles Reinforced by Jet-Grouting Method |
JO Choi; YH Park; JH Yook |
| 1469 |
Sonic Drilling Offers Quality Control and Non-Destructive Advantages to Geotechnical and Construction Drilling on Sensitive Infrastructure Sites |
John P. Davis |
| 1470 |
Time Dependent Open-End Pipe Pile Capacity Assessment by Dynamic and Quasi-Static Methods |
Derrick D. Dasenbrock |
| 1471 |
Response of a Pile in Soft Clay Under One-Way Cyclic Lateral Loading |
Padmavathi V. Sagi; Dileep M. Dewaikar; Govindraj K. Guptha |
| 1472 |
Case Study: Innovative Soil Nail Stabilization of a 100 Foot High Urban Slope |
Mike Fabius; Scott Tozer; Bernardo Villegas |
| 1473 |
Case History of the Support of Excavation System Used at the Atlantic Building Project in Washington, DC |
Joseph C. Gillen |
| 1474 |
Design and Preliminary Investigations for Deep Foundations of the Charleroi Locks River Wall Project, Monessen, Pennsylvania |
Brian H. Greene; Kathleen Bensko |
| 1475 |
A New Approach to Estimate the Base Bearing Capacity of Driven Piles Based on SPT Data |
N. Shariatmadari; A. Eslami; M. Karimpour |
| 1476 |
Soil Nail and Jet Grouted Excavation Support Wall at Peirce Mill Dam |
Eric M. Klein; Kenneth B. Andromalos; Jennifer L. Trimble |
| 1477 |
Prediction of Settlement of Structure with Piled-Raft Foundation Using Nodular Piles |
Koichi Kobayashi; Yujiro Tanaka; Hitoshi Ogura; Sadao Yabuuchi |
| 1478 |
Once Again, Engineering and Contractor Tenacity Overcome Tough Geology |
John E. Lens; Harry W. Schnabel; Shawn P. Kelley |
| 1479 |
Excavation Support at the Capitol Visitor Center in Washington DC |
Harald Ludwig; Scott Chmielarski; Matt Niermann; |
| 1480 |
Case History – Augered Cast-In-Place Piling Installed into Weathered Sandstone |
Edwin W. Meyer |
| 1481 |
Seismic Retrofit of Bridges; Geotechnical Design Considerations and Case History |
Aly M. Mohammad; Anthony Crincoli; Karen C. Armfield |
| 1482 |
Case History: Effect of Plastic Clays on the Behavior of APGD Piles In Central Florida |
Amr M. Sallam; Jim Jammal |
| 1483 |
Case Studies in Mission Bay, San Francisco: Deep Foundations in Challenging Soil Conditions |
Lori A. Simpson |
| 1484 |
Business Benefits of an Integrated CFA Rig Instrumentation System |
Jason N. Scott; Tony P. Suckling; Clifford J. Wren |
| 1485 |
Lateral Load Response of Two Identical Bridge Column Foundation Systems in Warm and Cold Conditions |
Muhannad T. Suleiman; Sri Sritharan |
| 1486 |
Regulations of Construction Vibrations |
Mark R. Svinkin |
| 1487 |
Macropiles: Ultra-High-Capacity Micropiles for Foundation Support |
John R. Wolosick; Joseph A. Pastore; Michael L. Grant |
| 1488 |
Deep Foundation Design for Liquefaction Induced Lateral Spreads |
Zia Zafir |
| 1489 |
Increasing Lateral Pile Stiffness through Limited Soil Improvement |
Thomas J. Weaver; Bhaskar Chitoor |
| 1490 |
Design and Performance Evaluation of Bored Piles in Sand |
Ashutosh S. Dhar |
| 1491 |
Impact of Offshore Site Investigation Practice on Reliability of Axial Pile Design in Siliceous Sands |
James A. Schneider |
| 1492 |
Incorporating Set-up into Reliability-Based Design of Driven Piles in Sandy Soils |
Luo Yang |
