article# |
description |
author(s) |
1487 |
Osterberg Cell Tests Confirm In-Situ Pier Capacity in Coloraod |
William Siegel; Samantha Sherwood |
1488 |
Capacity Prediction vs. Performance of Driven Pre-Cast Pre-Stressed Concrete Piles in Chesapeake, Virginia |
Emad Farouz; Paul Landers |
1489 |
Load Test Analysis on Augered Pressure Grouted Displacement Piles |
Wei Zheng; Thomas P. Hart; Rodrigo A. Roldan |
1490 |
Sonar Calipering of Slurry Constructed Drilled Shafts – Providing Quality Assurance and Quality Control in Deep Foundations |
Denton A. Kort; Jack A. Hayes; John S. Hayes |
1491 |
Load Tests of Bored Piles in Weathered Bedrock |
James C. Scott; Dennis Riley; Stephen Newman; Chris Dann |
1492 |
Axial Load Tests in Drilled Shafts and Piles in a Refinery: Comparison Between Design and Experimental Results |
Walter I. Paniagua; Enrique Ibarra |
1493 |
Numerical Analysis of Load Bearing Capacity of Drilled Shafts with Defects |
Khamis Y. Haramy; Alan Rock; Nien Yin Chang |
1494 |
Practical Soil Nail Wall Design and Constructability Issues |
Walter J. Kutschke; Fred S. Tarquinio; William K. Petersen |
1495 |
A Simple Solution for Slope Stabilization using Micropiles |
Dan Brown; Erik Loehr |
1496 |
Design, Construction, and Instrumentation of an Atypical A-Frame Micropile Wall in Aspen, Colorado |
Kyle Kershaw; Tom Szynakiewicz |
1497 |
The Monroe St. Viaduct: A Case History of MSE Vibro-Concrete Column Supported Embankment |
Paul J. Lewis; James E. Parkes; Joe Cavey; James G. Collin; Richard Chen |
1498 |
Ground Improvement Resulting from Installation of Drilled Displacement Piles |
Timothy C. Siegel; Willie M. NeSmith; W. Morgan NeSmith; P. Ethan Cargill |
1499 |
Foundations for the M25 Motorway near to Heathrow Airport |
John F. Spence; Tony P. Suckling; Colin J. Serridge |
1500 |
Jet Grouting as Soil Improvement in Southeast Florida |
Evelio N. Horta; Rafael Diner |
1501 |
Load Transfer and Capacity of Drilled Shafts with Full-Depth Casing |
Rolf Katzenbach; Helmut Hoffmann; Matthias Vogler; Michael W. O’Neill; John P. Turner |
1502 |
Design of Drilled Shaft Supported Mat Moscow Towers |
Issa S. Oweis; V.A. Lllichov; Leonid B. Zborovsky; Luma J. Oweis; Jeaan Hwang |
1503 |
Engineering Foundation Support for Las Vegas Strip's Tallest Hotel Casino |
Nicholas P. Gura;Michael E. McGettigan; Roger A. Archabal |
1504 |
A Numerical Study on Behavior Characteristics of Steel-Concrete Composite Drilled Shafts |
Hyu-Soung, Shin; Juhyung, Lee; Min-Kyung Park; Jaehyun Park; Kiseok, Kwak |
1505 |
Resistance Factors for Lateral Design of Drilled Shafts Supporting Sound Walls |
Ke Yang; Robert Liang |
1506 |
Design of Drilled Pier In Expansive Soils |
G.T. Hong; C.P. Aubeny; R.L. Lytton |
1507 |
Surprises and Solutions when Driving Piles in Mountain Valleys of Vermont |
John E. Lens; Christopher C. Benda |
1508 |
Horizontal Resistance Behavior of Pile with Wings in Sand |
Wen Songlin |
1509 |
Innovative Micropile Retrofit of Two Existing Structures |
Terence P. Holman; Kenneth R. Chadwick; Thomas J. Tuozzolo |
1510 |
Bending Strength of Threaded Micropile Connections |
Steven R. Musselman; J. H. Long; N. Carroll; S. Farr |
1511 |
Installation and Testing of 260 Hollow Core Bar Micropiles |
Jesús E. Gómez; Carlos J. Rodriguez; Helen D. Robinson; Johanna Mikitka |
1512 |
Hollow Core Bar Micropiles – Design Parameters Interpreted from 260 Load Tests |
Jesús E. Gómez; Carlos J. Rodriguez; Helen D. Robinson |
1513 |
Piled Raft Floats on Moraine |
Terence P. Holman; Marc J. Gallagher; Marc Khoury |
1514 |
Design, Specification and Installation of Square Shaft Helical Piers in Expansive Soils |
John S. Pack |
1515 |
High Capacity Minicaissons in Nyc |
Lawrence F. Johnsen; Joseph A. Pastore; Felix E. Ferrer |
1516 |
Transverse Isotropy Effects on P-Y Curves for Rock |
Ehab S. Shatnawi |
1517 |
Compressibility Behavior of Tropical Peat Reinforced with Cement Column |
Y. Duraisamy |
1518 |
Design and Construction Considerations for the Use of Slurry Walls to Construct Water Reservoirs in the Denver Formation |
Ken Andromalos; Michael Fisher; Michael Beardsley |
1519 |
Ground Improvement Utilizing Vibro Probes Eliminates Liquefaction Concern for a Bridge Foundation |
Aly M. Mohammad; Karen C. Armfield |
1520 |
The Emerging Technology of EHDE as Applied to Deep Foundations |
Jerold Bishop; Grant Bearss; Aleksey Egorov |
1521 |
Detailing for Cast-In-Place Pile-Column Ductility |
Andrew Budek |
1522 |
Nonlinear Spring Functions for 3-D Seismic Responses of Structures on Piles |
Nien-Yin Chang; Hien Nghiem |
1523 |
Torque Correlation Factors for Round Shaft Helical Piles |
Donald A. Deardorff |
1524 |
Static and Dynamic Approaches for Bearing Capacity Evaluation of Driven Piles in Two Dry Docks Project |
N. Shariatmadari; A. Noorzad; M. Karimpour; K. Rokneddin |
1525 |
The Cosmopolitan Resort & Casino, Las Vegas, NY Specialty Foundation Work Under Extreme Conditions |
Lawrence Piccagli; Franz-Werner Gerressen |
1526 |
Investigation of Bearing Behavior of Pile Raft Foundation Using Numerical Modeling |
A. Ghorbani; M. H. Baziar |
1527 |
Temperature, Velocity, Density, and Moisture in Drilled Shafts |
Khamis Y. Haramy; Nien Yin Chang; Alan Rock |
1528 |
Realizing The Benefits of LRFD for Deep Foundations |
Bernard H. Hertlein; Chia K. Tan; Clyde N. Baker, Jr. |
1529 |
Ralston Dam Spillway Stability over Pierre Shale |
Gokhan Inci |
1530 |
Experiences from a Large Scale Driven Precast Piling Project in India |
Rajesh A. Vaidya; K.S. Rama Krishna; D.V. Karandikar; J.J. Asirvatham |
1531 |
Design and Construction of Tower Foundations for 345kv Youngheung Marine Transmission Line |
Suk han Jang; Hee kwang Kim; Bong hee Lee; Byeong soo Kwon; Jong hyeok Kim |
1532 |
Unknown Bridge Foundation Investigation with Nondestructive Methods –The Combined Parallel Seismic/Seismic Cone Penetrometer Method |
Larry D. Olson; Dennis A. Sack |
1533 |
Full-Scale Tests to Evaluate Lateral Pile Resistance at the Edge of a Slope |
Artak D. Mirzoyan; Kyle M. Rollins |
1534 |
Structure Monitoring During Underpinning |
Barry C. Roth |
1535 |
Testing and Evaluation of Driven Plate Piles in a Full Size Test Slope: A New Method for Stabilizing Shallow Landslides |
Richard Short; Brian D. Collins; Jonathan D. Bray; Nicholas Sitar |
1536 |
Bearing and Friction Design Capacity Software for Helical Anchors and Piles |
Gary L. Seider; Richard E. Thorsten |
1537 |
Influence of Diameter on the Bearing Capacity of Lateral Loaded Drilled Shaft |
Bin Zhang; Xiong (Bill) Yu |