Schedule
1984
Sunday, May 6th
12:00 AM

A Case History of Bridge Performance During Earthquakes in Japan

T. Iwasaki, Public Works Research Institute, Ministry of Construction, Japan

12:00 AM

A Case History of Chemical Attack of a Clay Shale

G. H. Glos, Arizona Public Service Company
D. Hinkle

12:00 AM

A New Method of Stabilization of Soft Soils

M. A. Aziz, National University of Singapore

12:00 AM

Behavior of Two Big Rockfill Dams, and Design Aims

V. F. B. de Mello, ISSMFE

12:00 AM

Case Histories for Today's Geotechnique

R. B. Peck, Geotechnics, Albuquerque, New Mexico

12:00 AM

Case History - Hyperbolic Cooling Tower Foundation

L. J. Almaleh, Black & Veatch, Engineers-Architects

12:00 AM

Case History on Dewatering Problems in Shanghai

L. X. Shi, Shanghai Municipal Institute of Civil Architectural Design, China

12:00 AM

Construction of the Key Lake Tailings Facility

R. B. Knight, Knight and Piesold Ltd., Consulting Engineers, Vancouver, Canada
J. P. Haile, Knight and Piesold Ltd., Consulting Engineers, Vancouver, Canada

12:00 AM

Densifying a Landfill for Commercial Development

S. B. Steinberg, STS Consultants, Ltd., Northbrook, Illinois
R. G. Lukas, STS Consultants, Ltd., Northbrook, Illinois

12:00 AM

Design and Construction of a Railway Yard, Embankment and Foundations under Difficult Groundwater Conditions

Hari D. Sharma, Fluor Canada Ltd., Canada
S. Sengupta, Fluor Canada Ltd., Canada
Glen Harron, Novacor Chemicals Ltd., Canada

12:00 AM

Design of Road Cut Adjacent to Existing Structure

G. C. Whited, Wisconsin Department of Transportation, Madison, Wisconsin
C. N. Laughter, Wisconsin Department of Transportation, Madison, Wisconsin

12:00 AM

Dewatering of the Construction Site for a 200-foot Diameter Clarifier Tank Founded on Sand and Gravel

Grover C. Cox III, Bowser-Morner, Inc., Dayton, Ohio

12:00 AM

Dewatering, Hydraulic Failure and Subsequent Analysis of a Sheeted Excavation

G. E. Bauer, Carleton University, Ottawa, Ontario, Canada

12:00 AM

Direct and Indirect Influence of Mining Related Subsidence on Structural Damages - a Case Study

H. J. Siriwardane, West Virginia University, Morgantown, West Virginia
L. K. Moulton, West Virginia University, Morgantown, West Virginia

12:00 AM

Dykes on Clay Foundation at Bersimis 2

S. Z. Akber, Hydro-Quebec, Montreal, Quebec, Canada

12:00 AM

Effectiveness of a Slurry Cutoff Wall at Loeffel Site

G. W. Lee Jr., Blasland & Bouck Engineers, P.C., Syracuse, New York
S. K. Bhatia, Syracuse University, Syracuse, New York
G. A. Swenson III, O'Brien & Gere Engineers, Inc., Syracuse, New York
S. P. Clemence, Syracuse University, Syracuse, New York

12:00 AM

Expansive Soil Pavement Design Using Case Studies

G. R. McKeen, University of New Mexico, Albuquerque, New Mexico
R. L. Lytton, Texas A & M University, College Station, Texas

12:00 AM

Failure of a Salt Aragonite Storage Pad

Yong S. Chae, Rutgers University, Piscataway, New Jersey

12:00 AM

Foundation Movement Monitoring of Heavy Structures – A Case History

M. R. Lewis, Bechtel Civil & Minerals, Inc., Gaithersburg, Maryland
A. Sanver, Bechtel Civil & Minerals, Inc., Gaithersburg, Maryland

12:00 AM

Foundations on Friction Creep Piles in Soft Clays

Sven Hansbo, Chalmers University of Technology, Gothenburg, Sweden

12:00 AM

General Report A for Theme Nine – Case Histories in Subsidence of Soils, Tunnels and Shafts in Soft Ground, Waste Disposal Sites and Pavements

Hal Aldrich, Haley & Aldrich, Inc., Cambridge, Massachusetts

12:00 AM

General Report B for Theme Nine – Geotechnical History of Projects Other Than Presented in Sessions 1-8

Charles Mansur, McClelland Engineers, Inc.

12:00 AM

Geotechnical Aspects of the Fort McHenry Tunnel - Design and Construction

S. K. Sarkar, Parsons Brinckerhoff Quade & Douglas, Inc.
G. A. Munfakh, Parsons Brinckerhoff Quade & Douglas, Inc.

12:00 AM

Ground Improvement for Oil Tank Farm in Indonesia

A. F. Abbs, Dames & Moore, London, UK
J. M. Cognon, Solcompact, France
R. W. N. Kelsey, Bechtel Great Britain, Ltd., London, UK

12:00 AM

Ground Movement Characteristics above Mined Panels in Appalachia-an Empirical Approach

M. Karmis, VPI & SU, Blacksburg, Virginia
T. Triplett, VPI & SU, Blacksburg, Virginia
P. Schillizzi, VPI & SU, Blacksburg, Virginia
G. Hasenfus, VPI & SU, Blacksburg, Virginia

12:00 AM

Ground Response, Baltimore Lexington Market Tunnels

J. G. Engels, Geotechnical Engineers Inc., Winchester, Massachusetts
S. J. Calabrese, Franki Foundation Co., Arlington, Virginia

12:00 AM

Highway Interchange Constructed With Slurry Walls

E. Itzig Heine, Alpha Corporation, McLean, Virginia
Frank A. McDonough, Alpha Corporation, McLean, Virginia
Surinder Singh, Alpha Corporation, McLean, Virginia

12:00 AM

Improvement of a Dumped Rockfill Foundation by Dynamic Consolidation

Adrian Wightman, Klohn Leonoff Ltd., Richmond, British Columbia, Canada
Nelson F. Beaton, N. F. Beaton Consulting Ltd., Richmond, British Columbia, Canada

12:00 AM

In Situ Stabilization of Two Industrial Sites by Dynamic Compaction

John F. O'Brien, Dames & Moore, Boca Raton, Florida
Charles P. Gupton, Dames & Moore, Boca Raton, Florida

12:00 AM

India's First Venture Relating to Subsurface Drainage by Horizontal Drains

T. K. Natarajan, Central Road Research Institute, New Delhi, India
A. V. S. R. Murty, Central Road Research Institute, New Delhi, India
Deep Chandra, Central Road Research Institute, New Delhi, India

12:00 AM

Instrumentation of a Sewer Tunnel in Weak Singapore Soils

K. W. Lo, National University of Singapore, Singapore
G. P. Karunaratne, National University of Singapore, Singapore
S. L. Lee, National University of Singapore, Singapore

12:00 AM

Mechanism of Dynamic Consolidation and Its Environmental Effect

Zhong-Qi Wang, Ministry of Urban and Rural Construction and Environmental Protection
Xiang-Iin Deng, Ministry of Urban and Rural Construction and Environmental Protection

12:00 AM

Movements Around Transit Tunnels in Mixed Ground

L. Edgers, Tufts University, Medford, Massachusetts
D. E. Thompson, Haley & Aldrich, Inc., Cambridge, Massachusetts
J. S. Mooney, Haley & Aldrich, Inc., Cambridge, Massachusetts
L. W. Young Jr., Bechtel Civil & Minerals, Inc., Gaithesburg, Maryland

12:00 AM

Performance of Diaphragm Walls in Deep Foundation Excavations

Z. C. Moh, Moh and Associates, Inc., Taipei, Taiwan, China
T. F. Song, Moh and Associates, Inc., Taipei, Taiwan, China

12:00 AM

Performance of Preload on Cohesionless Soils

A. F. Youssef, King Saud University, Saudi Arabia
O. Erol, King Saud University, Saudi Arabia

12:00 AM

Performance of Sand Drains in a Tidal Marsh

R. P. Long, University of Connecticut, Storrs, Connecticut
W. H. Hover, Goldberg-Zoino & Associates, Inc., Vernon, Connecticut

12:00 AM

Preloading for Large Storage Building

A. C. Stamatopoulos, Kotzias-Stamatopoulos Co. Ltd., Athens, Greece
P. C. Kotzias, Kotzias-Stamatopoulos Co. Ltd., Athens, Greece

12:00 AM

Pretreatment of a Soft Soil by Surcharging - A Case History

D. Lakner, Stocks and Holdings Ltd., Sydney, Australia
I. K. Lee, University of New South Wales, Australia
E. Armstrong, E. J. Armstrong and Associates, Coffs Harbour, Australia
O. G. Ingles, University of New South Wales, Australia

12:00 AM

Settlements Induced by Soft Ground Tunneling

Miguel P. Romo, Universidad Nacional de México, México

12:00 AM

Slurry Trench Wall Replaces Structure Underpinning

E. J. Zeigler, Klepper & Kahl, Consulting Engineers, Baltimore, Maryland
J. L. Wirth, Klepper & Kahl, Consulting Engineers, Baltimore, Maryland
J. T. Miller, Klepper & Kahl, Consulting Engineers, Baltimore, Maryland

12:00 AM

Soft Ground Tunnel Failures in Michigan

Jerome C. Neyer, Neyer, Tiseo & Hindo, Ltd., Detroit, Michigan

12:00 AM

Soil-Cement Backfill for Nuclear Power Plant Foundations

E. Saveri, ENEL/CTN, Rome, Italy
G. P. Vaccaro, D'Appolonia Consulting Engineers, Inc., Genoa, Italy
G. Varosio, D'Appolonia Consulting Engineers, Inc., Genoa, Italy

12:00 AM

Stabilization of the Outenberg Hill in Geraardsbergen

R. De Paepe, Ministry of Public Works, Brussels, Belgium
M. Wallays, Research and Geotechnics, Franki, Liège, Belgium

12:00 AM

Subsidence Affects Due to Gypsum Solution in Syracuse, New York

G. W. Lee, Blaaland & Bouck Engineers, P.C., Syracuse, New York
S. P. Clemence, Syracuse University, Syracuse, New York
S. K. Bhatia, Syracuse University, Syracuse, New York
S. Anagnost, O'Brien & Gere Engineers, Inc., Syracuse, New York

12:00 AM

The Behavior of House on Seasonally Frozen Ground

Xu You Zai, Central Research Institute of Building & Construction M.M.I. Beijing, China
Wang Zheng Qiu, Harbin ArchHectural and Civil Engineering Institute, Harbin, China

12:00 AM

The Brenda Mines' Cycloned- Sand Tailings Dam

Earle J. Klohn, Klohn Leonoff Ltd., Richmond, British Columbia, Canada

12:00 AM

The Creation of Additional Space for the Storage of Dredged Materials - A Case History

Nicholas Chryssafopoulos, Dames & Moore, Boca Raton, Florida

12:00 AM

Time Dependent Limit Stability of Tunnel and Dam Engineering in Difficult Rocks

Tan Tjong Kie, Institute of Geophysics Academia Sinica, Beijing, China

12:00 AM

Twenty-Year Performance of Soil-Cement Dam Facings

T. J. Casias, Bureau of Reclamation, Denver, Colorado
A. K. Howard, Bureau of Reclamation, Denver, Colorado

12:00 AM

Unplanned Construction of a 210 Ft High Temple

Gopal Ranjan, University of Roorkee, Roorkee, India
Shamsher Prakash, Missouri University of Science and Technology

12:00 AM

Upgrading Existing Footings With Micro-Piles

Surinder Singh, Alpha Corporation, McLean, Virginia
E. Itzig Heine, Alpha Corporation, McLean, Virginia

12:00 AM

Uranium Mill Trailings Geotechnical Investigations - A Case History

V. Singh
J.P. Berry
D.F. Kapral

12:00 AM

Use of Surcharges as Treatment of Residual Soil Foundation - A Case History

L. G. F. S. DeMello, Victor F. B. DeMello & Associates, Brazil
M. Cepollina, Victor F. B. DeMello & Associates, Brazil
F. J. P. DeOliveira

12:00 AM