A Soil-Structure Interaction Analysis of a Damaged Building

R. F. Wilson-Fahmy, Cairo University, Cairo, Egypt

12:00 AM

Actual and Predicted Behavior of Large Metal Culverts

David C. Cowherd, Bowser-Morner Associates, Inc., Dayton, Ohio
Stephen M. Thrasher, Bowser-Morner Associates, Inc., Dayton, Ohio
Vlad G. Perlea, Bowser-Morner Associates, Inc., Dayton, Ohio
John O. Hurd, Ohio Department of Transportation, Columbus, Ohio

12:00 AM

Anchor Failures at a Deep Excavation

Vinod K. Garga, University of Ottawa, Canada

12:00 AM

Anchored Bulkhead Failure on the Arabian Gulf

Jonathan J. Grosch, Arabian American Oil Company, Dhahran, Saudi Arabia
Khalifa S. Al-Yahyai, Arabian American Oil Company, Dhahran, Saudi Arabia

12:00 AM

Axial Load Capacities of Steel Pipe Piles in Sand

Roy E. Olson, University of Texas, Austin, Texas
Khalil Al-Shafei, Aramco, Dahran, Saudi Arabia

12:00 AM

Bearing Capacity of Pile Foundations

Xie Sheng-sun, Beijing Electric Power Design Institute, Beijing, China

12:00 AM

Behavior of Buried Concrete Box Culvert

Y. S. Kim, The Catholic University of America, Washington, District of Columbia
P. Y. Thompson, Air Force Engineering and Services Center, Tyndall AFB, Florida

12:00 AM

Behavior of Ground Anchors for Taipei Sedimentary Soils

J. C. Li, Planning and Research Department, Taiwan
H. L. Yao, Planning and Research Department, Taiwan
L. P. Shi, Planning and Research Department, Taiwan
B. I. Shy, Foundation Construction Office of Taipei Main Station, Taiwan

12:00 AM

Building Design and Construction over Organic Soil

C. N. Baker Jr., STS Consultants, Ltd., Northbrook, Illinois
S. B. Steinberg, STS Consultants, Ltd., Northbrook, Illinois
W. Lam, KKBNA, USA

12:00 AM

Caisson Load Test and Instrumentation Program – Sohio Corporate Headquarters

Barry R. Christopher, STS Consultants, Ltd., Northbrook, Illinois
Clyde N. Baker Jr., STS Consultants, Ltd., Northbrook, Illinois

12:00 AM

Case Histories in Seismic Response Analysis

W. D. Liam Finn, University of British Columbia, Vancouver, British Columbia, Canada

12:00 AM

Case Studies Through Material Modelling and Computation

C. S. Desai, University of Arizona, Tucson, Arizona

12:00 AM

Collapsing Peak Up of a Large Highway Steel Pipe-Arch

Minh Phong Luong, Ecole Polytechnique, France

12:00 AM

Common-Sense Foundation Design

Sven Hansbo, Chalmers University of Technology, Gothenburg, Sweden

12:00 AM

Compaction-Induced Distress of a Long-Span Culvert Overpass Structure

Raymond B. Seed, Berkeley, California
Chang-Yu Ou, Berkeley, California

12:00 AM

Comparisons Between Field and Analytical Behavior of an Experimental Excavation

Roberto Azevedo, Universidade Católica do Rio de Janeiro, Rio de Janeiro, Brazil
Nilo Consoli, Universidade Federal do Rio Grande do Sul, Rio Grande do Sul, Brazil

12:00 AM

Correlation Between the Actual and Predicted Settlements of Structures at Nsukka, Nigeria

H. O. Chukweze, University of Nigeria, Nsukka, Nigeria

12:00 AM

Damage to Masonry Structures in the Historic Center of Arezzo (Tuscany, Italy) Following the Excavation of a Sewer Tunnel

A. Ghinelli, University of Florence, Italy
G. Vannucchi, University of Florence, Italy

12:00 AM

Design and Construction of Anchored and Strutted Sheet Pile Walls in Soft Clay

Bengt B. Broms, Nanyang Technological Institute, Singapore

12:00 AM

Design and Field Monitoring of 70 Foot High Tied Anchor Retaining Wall

Nolasco P. Angeles, Hinchman & Grylle Associates, Inc.
Ulrich W. Stoil, Soils and Materials Engineers, Inc.

12:00 AM

Design, Construction and Performance of a Deep Excavation in Soft Clay

Richard Riker, CH2M HILL, Corvalis, Oregon
David Dailer, CH2M HILL, Corvalis, Oregon

12:00 AM

Diagnosis of Structural Damage and Movement Due to More Than One Cause

G. E. Barnes, Bolton Institute of Higher Education, Bolton, England

12:00 AM

Differential Settlement of Nuclear Power Plant Foundations

M. R. Lewis, Bechtel Civil, Inc., Gaithersburg, Maryland
J. R. Davie, Bechtel Civil, Inc., Gaithersburg, Maryland
C. L. Weaver, Bechtel Eastern Power Company, Palm Beach Gardens, Florida

12:00 AM

Distress to Structures on Loose Ash and Cinder Fills

Moustafa A. Gouda, Lippincott Engineering Associates, USA
I. Wayne Lippincott, Lippincott Engineering Associates, USA
D. Raghu, New Jersey Institute of Technology, USA

12:00 AM

Drilled Pier Load Test, Fort Collins, Colorado

J. B. Hummert Jr., USA
T. L. Cooling, USA

12:00 AM

Driven Pile Foundation in Coral Sand, Jeddah, Saudi Arabia

Waddah Akili, Qatar University, Doha, Qatar, Arabian Gulf

12:00 AM

Dynamic Testing Versus Static Load Tests: Five Case Histories

Stephen S. M. Cheng, Trow Geotechnical Ltd., Canada
Shaheen A. Ahman, Trow Geotechnical Ltd., Canada

12:00 AM

Existing Pile Load Capacity Evaluation

Alan Kropp, Alan Kropp and Associates, Berkeley, California

12:00 AM

Failure of an Oil Storage Tank

A. Verghese Chummar, F.S. Engineers Pvt. Ltd., Madras, India

12:00 AM

Foundation Failure of the St. Thomas Church, New Delhi

Devendra Sharma, Central Building Research Institute, Roorkee, India

12:00 AM

Full- Scale Load Test of Caisson on Chicago Hardpan

Stephen A. Bucher, STS Consultants, Ltd., Northbrook, Illinois
Raymond J. Krizek, Northwestern University, Evanston, Illinois
Dimitrios K. Atmatzidis, University of Patras, Patras, Greece

12:00 AM

GBS Platform Evaluation Using Field Instrumentation

Joseph M. Keaveny, Norwegian Geotechnical Institute, Oslo, Norway
Per Magne Aas, Norwegian Geotechnical Institute, Oslo, Norway
Farrokh Nadim, Norwegian Geotechnical Institute, Oslo, Norway

12:00 AM

Geotechnical Investigation into Causes of Failure of a Gabion Retaining Wall

Edward A. Nowatzki, University of Arizona, Tucson, Arizona
Brian P. Wrench, Steffen Robertson & Kirsten, Johannesburg, South Africa

12:00 AM

Geotechnical Studies of Foundation of a Tilted Tank at Parikshatgarh, India

G. C. Nayak, India
B. Singh, India
P. K. Jain, India

12:00 AM

Ground Response to Sheet Pile Installation in Clay

Richard J. Finno, Northwestern University, Evanston, Illinois
Dimitrios K. Atmatzidis, University of Patras, Patras, Greece
Steven M. Nerby, Northwestern University, Evanston, Illinois

12:00 AM

Health of Ammonia Horton Spheres and Foundations – A Case History

Gopal Ranjan, University of Roorkee, Roorkee, India
S. K. Kaushik, University of Roorkee, Roorkee, India
V. K. Gupta, University of Roorkee, Roorkee, India

12:00 AM

ILLICON Analysis of Ellingsrud Test Fill

G. Mesri, University of Illinois at Urbana-Champaign, Urbana, Illinois
D. O. K. Lo, University of Illinois at Urbana-Champaign, Urbana, Illinois
K. Karlsrud, Norwegian Geotechnical Institute, Oslo, Norway

12:00 AM

Large Horizontal Displacements of Houses in Rotterdam

G. Hannink, Delft Geotechnics, The Netherlands
A. F. van Tol, Rotterdam Public Works, The Netherlands

12:00 AM

Lipari Landfill: Leachate Containment System – Geotechnical Considerations

John Ramage, CH2M HILL, Inc., Milwaukee, Wisconsin

12:00 AM

Lock and Dam No. 26 R, Lock Cofferdam, Construction Sequencing

Robert J. Rapp, U.S. Army Engineer District, St. Louis, Missouri
Joseph L. Schwenk, U.S. Army Engineers District, St. Louis, Missouri

12:00 AM

Model Test of Reinforced Earth Retaining Wall

A. S. Stipho, King Saud University, Riyadh, Saudi Arabia

12:00 AM

Movement in the Powerhouse Excavation Saguling Project, Indonesia

George F. Sowers, Georgia Institute of Technology, Atlanta, Georgia

12:00 AM

Partial Underpinning a Five-Storey Building

Phung Duc Long, Institute for Building Science & Technology, Vietnam
Nguyen Van Quang, State Committee of Science & Technology, Vietnam
Bo Berggren, Swedish Geotechnical Institute, Sweden

12:00 AM

Performance Evaluation of Pile Foundation Using CPT Data

Keith D. Tucker, Southern California Edison Company, Rosemead, California

12:00 AM

Performance of Foundations and Retaining Structures

Daniel P. Gado, Langan Engineering Associates, Inc., Elmwood Park, New Jersey
George P. Kelley, Langan Engineering Associates, Inc., Elmwood Park, New Jersey
John J. McElroy, Langan Engineering Associates, Inc., Elmwood Park, New Jersey

12:00 AM

Post-Tensioned Caissons Permit Interstate Construction: A Case History

A. Joseph Nicholson Jr., National Foundation Company, USA
John R. Wolosick, National Foundation Company, USA

12:00 AM

Predicting Performance of Large-Diameter Buried Flexible Pipes: Learning from Case Histories

Koon Meng Chua, Texas Transportation Institute, Texas A&M University System, USA
Larry J. Petroff, Spirolite Corporation, Chevron Chemical Company, USA

12:00 AM

Prediction and Performance of Piles under Static and Dynamic Loads

Shamsher Prakash, Missouri University of Science and Technology
Karunakar Sreerama
Sally Prakash

12:00 AM

Pressure Injected Footings – A Case History

M. R. Lewis, Bechtel Civil, Inc., Gaithersburg, Maryland
M. M. Blendy, Spencer, White and Prentis, Rochelle Park, New Jersey

12:00 AM

Reconstruction of the Settlement History of Building

G. Hannink, Delft Geotechnics, The Netherlands

12:00 AM

Repair and Rehabilitation of a Residential Building at Nile River in Cairo

Sayed Abdel-Salam, University of Zagazig, Egypt
Mohsen Mashhour, University of Zagazig, Egypt

12:00 AM

Settlement Predictions in Residual Soils by Dilatometer, Pressuremeter and One-Dimensional Compression Tests: Comparison with Measured Field Response

Roy H. Borden, North Carolina State University, Raleigh, North Carolina
William J. Sullivan, Trigon Engineering Consultants, Inc., Greensboro, North Carolina
Weichen Lien, Trigon Engineering Consultants, Inc., Greensboro, North Carolina

12:00 AM

Settlements in a Masonry Villa Caused by Trees

Filippo Ciuffi, I.S.P.I.S. Geotechnical Division, Potenza, Italy

12:00 AM

Simulation of Drilled Pier Behavior under Three-Dimensional Loading

M. M. Zaman, The University of Oklahoma
I. Houssamy, The University of Oklahoma

12:00 AM

Some Case Histories in Urban and Rural Geotechnical Engineering

S. I. Tsien, Chinese Academy of Sciences, Beijing, China

12:00 AM

Stiffening Cast-in-Place Piling by Bottom Grouting

J. G. Zeitlen, Israel Institute of Technology, Haifa, Israel

12:00 AM

Stress Analysis of Gravity Dam Founded on Rock Mass Having Horizontal Seam (A Case Study of Bargi Dam in Madhya Pradesh, India)

J. K. Jain, Maulana Azad College of Technology, Bhopal, India
R. K. Khare, Maulana Azad College of Technology, Bhopal, India

12:00 AM

The Case Record of Ba-Yu-Quan Anchor Slab Retaining Wall

Z. S. Zhang, China Academy of Railway Sciences, Beijing, China
D. Z. Luan, Shenyang Railway Conservancy, Shenyang, China
X. X. Zhang, China Academy of Railway Sciences, Beijing, China

12:00 AM

The Effects of Mining Subsidence on a Motorway Bridge

C. J. F. P. Jones, University of Newcastle upon Tyne, England

12:00 AM

The Failure of Oil Storage Tanks and Their Control

Stanislav Dovnarovitch, Research Institute of Bases and Underground Structures, Moscow, USSR
Yurji Ivanov, Research Institute of Bases and Underground Structures, Moscow, USSR

12:00 AM

The Influence of Thin Clay Layers on the Design and Performance of a Flexible Cantilever Retaining Wall

R. Cameron, Syncrude Canada, Ltd., Canada
C. A. Carr, Syncrude Canada Ltd., Canada

12:00 AM