ASCE: Journal of Geotechnical and Geoenvironmental Engineering 1997

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Journal of Geotechical and Geoenvironmental Engineering 1997

Size: 114 MB | Format: PDF | Publisher: ASCE | Year: 1997

Complete 1997 edition

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List of articles from Jan 1997 to April 1997


January 1997
Volume 123, Issue 1, pp. 1-84

Dynamic Response of Laterally Excited Pile Groups
James P. Burr, Michael J. Pender, Member, ASCE,, and Tam J. Larkin, Associate Member, ASCE

Soil Response in Cross-Anisotropic Seabed due to Standing Waves
Dong-Sheng Jeng

Numerical Studies of Bearing-Capacity Factor N?
Sam Frydman and Harvey J. Burd

Deep-Footing and Wide-Slab Effects in Reinforced Sandy Ground
C. C. Huang and F. Y. Menq

Seismic Response of Liquefaction Sites
J. W. Pease, Associate Member, ASCE, and T. D. O'Rourke, Member, ASCE

Mapping Liquefiable Layer Thickness for Seismic Hazard Assessment
T. D. O'Rourke, Member, ASCE, and J. W. Pease, Associate Member, ASCE

Time-Dependent Mechanical Response of HDPE Geomembranes
Scott M. Merry and Jonathan D. Bray, Members, ASCE

Large Model Spread Footing Load Tests on Geosynthetic Reinforced Soil Foundations
Michael T. Adams and James G. Collin, Member, ASCE

TECHNICAL NOTES

Load-Displacement Prediction for Horizontally Loaded Vertical Plates
Ashraf M. Ghaly, Member, ASCE

DISCUSSIONS AND CLOSURES

Discussion: Grain-Size Distribution for Smallest Possible Void Ratio
Robert W. Day, Fellow, ASCE
Closure to “Grain-Size Distribution for Smallest Possible Void Ratio” by B. Åberg
B. Åberg

Discussion: Triaxial A-Value versus Swell or Collapse for Compacted Soil
Retnamony G. Robinson and Mehter M. Allam
Closure to “Triaxial A-Value Versus Swell or Collapse for Compacted Soil” by Robert W. Day and Edred T. Marsh
Robert W. Day, Fellow, ASCE and Edred T. Marsh, Member, ASCE

Discussion: Modeling Lateral Sliding of Slope due to Liquefaction of Sand Layer
Luis E. Vallejo, Member, ASCE
Closure to “Modeling Lateral Sliding of Slope due to Liquefaction of Sand Layer” by X. Zeng and K. Arulanandan
X. Zeng, Associate Member, ASCE and K. Arulanandan, Member, ASCE

Discussion: Analysis of Cantilever Sheet-Pile Walls in Cohesionless Soil
Robert W. Day, Fellow, ASCE
Closure to “Analysis of Cantilever Sheet-Pile Walls in Cohesionless Soil” by G. J. W. King
G. J. W. King



February 1997
Volume 123, Issue 2, pp. 85-185

Effect of Degradation on Seismic Response of Israeli Continental Slope
Alexander Puzrin, Sam Frydman, and Mark Talesnick

Pile Response Due to Excavation-Induced Lateral Soil Movement
H. G. Poulos, Fellow, ASCE, and L. T. Chen

Analytical Model for Particle Migration within Base Soil-Filter System
B. Indraratna, Member, ASCE, and F. Vafai

Lateral Earth Pressure Problem of Cohesive Backfill with Inclined Surface
Z. H. Mazindrani and M. H. Ganjali

Seismic Stability and Permanent Displacement of Landfill Cover Systems
Hoe I. Ling, Member, ASCE, and Dov Leshchinsky, Member, ASCE

Buckling of Piles with General Power Distribution of Lateral Subgrade Reaction
M. A. Gabr, Member, ASCE,, J. J. Wang, and M. Zhao

Resilient Modulus of Cohesive Soils
Woojin Lee, N. C. Bohra, A. G. Altschaeffl, and T. D. White

Probability Method Applied to Dynamic Pile-Driving Control
Robert Y. Liang and Jian Zhou

Side Load-Transfer Mechanisms in Drilled Shafts in Soft Argillaceous Rock
Khaled M. Hassan and Michael W. O'Neill, Fellow, ASCE

Three-Dimensional Seepage through Spatially Random Soil
D. V. Griffiths, Member, ASCE, and Gordon A. Fenton, Member, ASCE

Dynamic Response of Cantilever Retaining Walls
Anestis S. Veletsos, Member, ASCE, and Adel H. Younan, Associate Member, ASCE

Void Fabric Tensor and Ultimate State Surface of Soils
B. Muhunthan, Associate Member, ASCE, and J. L. Chameau, Member, ASCE

TECHNICAL NOTES

Effect of Lime on Cation Exchange Capacity of Marine Clay
Paul K. Mathew and S. Narasimha Rao


March 1997
Volume 123, Issue 3, pp. 187-293


Behavior of Gravity Caisson on Sand
C. F. Leung, F. H. Lee, and E. Khoo

Mechanical Behavior of Interconnected Concrete-Block Retaining Wall
Tien-kuen Huang

Method for Estimating Postcyclic Undrained Secant Modulus of Clays
Kazuya Yasuhara, Member, ASCE, and Adrian F. L. Hyde

Detection of Underground Obstacles by SASW Method—Numerical Aspects
Vahid Ganji, Student Member, ASCE, Nenad Gucunski, Associate Member, ASCE,, and Ali Maher, Associate Member, ASCE

Liquefaction and Residual Strength of Sands from Drained Triaxial Tests
G. Norris, Member, ASCE,, R. Siddharthan, Member, ASCE,, Z. Zafir, and R. Madhu

Freeze-Thaw Cycling and Hydraulic Conductivity of Bentonitic Barriers
Jason F. Kraus, Craig H. Benson, Allan E. Erickson, and Edwin J. Chamberlain, Members, ASCE

Electrokinetic Injection of Ammonium and Sulfate Ions into Sand and Kaolinite Beds
Yalcin B. Acar, Member, ASCE,, M. Fazle Rabbi, Student Member, ASCE,, and Elif E. Ozsu

Earth Pressures with Sloping Backfill
Yung-Show Fang, Associate Member, ASCE,, Jiung-Ming Chen, and Cheng-Yu Chen

Acid Buffering a High pH Soil for Zinc Diffusion
Charles D. Shackelford, Associate Member, ASCE,, Todd E. Cotten, Kristina M. Rohal, and Steven H. Strauss

Design Method for Drilled Shafts in Soft Argillaceous Rock
Khaled M. Hassan, Michael W. O'Neill, Fellow, ASCE,, Shamim A. Sheikh, and Carl D. Ealy, Member, ASCE

Factors Affecting Apparent Position of Steady-State Line
Michael F. Riemer, Associate Member, ASCE, and Raymond B. Seed, Member, ASCE

TECHNICAL NOTES RSS

Aging Effects on Oil-Contaminated Kuwaiti Sand
Hasan A. Al-Sanad and Nabil F. Ismael, Members, ASCE


April 1997
Volume 123, Issue 4, pp. 295-391


Design of Highway Embankments Using Tire Chips
Peter J. Bosscher, Tuncer B. Edil, Members, ASCE,, and Senro Kuraoka, Associate Member, ASCE

Hydraulic Conductivity of Geosynthetic Clay Liners after Freeze-Thaw
Robert D. Hewitt and David E. Daniel

Design Method for Stabilization of Slopes with Piles
S. Hassiotis, J. L. Chameau, and M. Gunaratne

Ground Rubber: Sorption Media for Ground Water Containing Benzene and O-Xylene
David S. Kershaw, Student Member, ASCE, Barbara Crouthamel Kulik, and Sibel Pamukcu, Member, ASCE

Slope Stability Analyses in Stiff Fissured Clays
Timothy D. Stark and Hisham T. Eid, Associate Members, ASCE

Cavity Expansion and Penetration Resistance in Sand
R. Salgado, Associate Member, ASCE,, J. K. Mitchell, Honorary Member, ASCE,, and M. Jamiolkowski

Preloading at the South End of Confignon Tunnel
René Marche, Affiliate, ASCE, Alain Menoret, and Philippe Mayu, Associate Member, ASCE

Geosynthetic Clay Liners Permeated with Chemical Solutions and Leachates
Janice L. Ruhl and David E. Daniel

Interpretation of Large-Strain Seismic Cross-Hole Tests
R. Salgado, Associate Member, ASCE,, V. P. Drnevich, Fellow, ASCE,, A. Ashmawy, Associate Member, ASCE,, W. P. Grant, Member, ASCE,, and P. Vallenas

DISCUSSIONS AND CLOSURES

Discussion: Constitutive Relations for Partially Saturated Soils Containing Gas Inclusions
Robert W. Day, Fellow, ASCE
Closure to “Constitutive Relations for Partially Saturated Soils Containing Gas Inclusions” by S. Pietruszczak and G. N. Pande