ASCE: Journal of Geotechnical and Geoenvironmental Engineering 2000
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ASCE: Journal of Geotechnical and Geoenvironmental Engineering 2000
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ASCE Journal Geotechnical and Geoenvironmental Engineering 2000

Size: 44.6 MB | Format: PDF | Publisher: ASCE | Year: 2000


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Complete 2000 edition

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List of articles from Jan 2000 to April 2000

January 2000
Volume 126, Issue 1, pp. 1-103

Probabilistic Slope Stability Analysis with Stochastic Soil Hydraulic Conductivity
Shengxiang Gui, Renduo Zhang, John P. Turner, and Xuzhang Xue

Resonant Column Testing of Sands with Different Viscosity Pore Fluids
E. A. Ellis, K. Soga, M. F. Bransby, and M. Sato

Experimental Study of Evaporation from Saline Tailings
Yoshimasa Fujiyasu and Martin Fahey

Responses of Buried Corrugated Metal Pipes to Earthquakes
C. A. Davis and J. P. Bardet

Effect of Wet-Dry Cycling on Swelling and Hydraulic Conductivity of GCLs
Ling-Chu Lin and Craig H. Benson

Geomechanical Analysis of Unbound Pavements Based on Shakedown Theory
I. F. Collins and M. Boulbibane

Field Studies of Well-Instrumented Barrette in Hong Kong
Charles W. W. Ng, Douglas B. Rigby, Sean W. L. Ng, and G. H. Lei

Significance of Soil Dilatancy in Slope Stability Analysis
Majid T. Manzari and Mohamed A. Nour

Prefabricated Vertical Drains Flow Resistance under Vacuum Conditions
J. D. Quaranta and M. A. Gabr

Role of Matric Suction in Collapse of Compacted Clay Soil
Sudhakar M. Rao and K. Revanasiddappa

TECHNICAL COMMITTEE REPORT

Nondestructive Evaluation of Drilled Shafts
Report of a Task Force Sponsored by the G-I Deep Foundations Committee

DISCUSSIONS AND CLOSURES

A Unique Critical State for Sand?
Scott Shewbridge, Michall A. Mooney, Richard J. Finno, and Gioacchino Viggiani
Closure to “A Unique Critical State for Sand?” by Michall A. Mooney, Richard J. Finno, and Gioacchino Viggiani
Michall A. Mooney, Associate Member, ASCE, Richard J. Finno, Member, ASCE, and Gioacchino Viggiani

Generalization of Mauldon's and Goodman's Vector Analysis of Keyblock Rotations
Matthew Mauldon and Fulvio Tonon
Closure to “Generalization of Mauldon's and Goodman's Vector Analysis of Keyblock Rotations” by Fulvio Tonon
Fulvio Tonon, P.E.

Leaching Effects on Properties of Cemented Sands in Kuwait
Robert W. Day, D. Hossain, Nabil F. Ismael, and M. A. Mollah

Discussion of “Leaching Effects on Properties of Cemented Sands in Kuwait” by D. Hossain
D. Hossain, Member, ASCE
Closure to “Leaching Effects on Properties of Cemented Sands in Kuwait” by Nabil F. Ismael and M. A. Mollah
Nabil F. Ismael, Member, ASCE and M. A. Mollah


February 2000
Volume 126, Issue 2, pp. 105-197


Centrifuge Study of DNAPL Transport in Granular Media
Marina Pantazidou, Zeyad S. Abu-Hassanein, and Michael F. Riemer

Evolution of Sand Microstructure during Shear
J. David Frost and Deh-Jeng Jang

Flow Failure of Saturated Sand under Simultaneous Monotonic and Cyclic Stresses
Jorge Meneses-Loja, Kenji Ishihara, and Ikuo Towhata

Cyclic Shear Strength of Soft Railroad Subgrade
G. A. Miller, S. Y. Teh, D. Li, and M. M. Zaman

Triaxial Behavior of Kaolinite in Different Pore Fluids
A. Anandarajah and D. Zhao

Influence of Stress State on Soil-Water Characteristics and Slope Stability
Charles W. W. Ng and Y. W. Pang

Ferromagnetic Inclusions in Geomaterials: Implications
Katherine Klein and J. Carlos Santamarina

Influence of Freezing Temperature on Hydraulic Conductivity of Silty Clay
Jean-Marie Konrad and Martin Samson

TECHNICAL NOTE

Vertically Loaded Single Piles in Gibson Soil
Wei Dong Guo

DISCUSSIONS AND CLOSURES RSS Feeds

Estimating Optimum Water Content and Maximum Dry Unit Weight for Compacted Clays
Robert W. Day, Gordon P. Boutwell, Craig H. Benson, and Lisa R. Blotz

Closure to “Estimating Optimum Water Content and Maximum Dry Unit Weight for Compacted Clays” by Gordon P. Boutwell, Craig H. Benson, and Lisa R. Blotz
Gordon P. Boutwell, Craig H. Benson, and Lisa R. Blotz



March 2000
Volume 126, Issue 3, pp. 199-290


Three-Dimensional Characterization and Simulation of Anisotropic Soil Fabric
Eyad Masad and Balasingam Muhunthan

Liquefaction Testing of Stratified Silty Sands
F. Amini and G. Z. Qi

Seismic Wave Propagation in Elastic-Viscoplastic Shear Layers
Kazuhiko Yamada

Dynamic Failure Mechanism of Soil-Nailed Excavation Models in Centrifuge
Mark R. Tufenkjian and Mladen Vucetic

Permeability Reduction of Soil Filters due to Physical Clogging
Lakshmi N. Reddi, Xiao Ming, Malay G. Hajra, and In Mo Lee

Effects of Jet Grouting on Adjacent Ground and Structures
Ing Hieng Wong and Teoh Yaw Poh

Animal Waste Containment in Anaerobic Lagoons Lined with Compacted Clays
Lakshmi N. Reddi and Hugo Davalos

Comparative Modeling Study of Reinforced Beam on Elastic Foundation
Jian-Hua Yin

TECHNICAL NOTES

Compressibility of a Compacted Sand
W. David Carrier

Basal Stability Analysis of Braced Cuts in Clay
Ming-Fang Chang

DISCUSSIONS AND CLOSURES

Performance of Geosynthetic Reinforced Slopes at Failure
Dov Leshchinsky, Bruno T. Dantas, Mauricio Ehrlich, Jorge G. Zornberg, Nicholas Sitar, and James K. Mitchell

Discussion of “Performance of Geosynthetic Reinforced Slopes at Failure” by Bruno T. Dantas and Mauricio Ehrlich
Bruno T. Dantas and Mauricio Ehrlich, Member, ASCE

Closure to “Performance of Geosynthetic Reinforced Slopes at Failure” by Jorge G. Zornberg, Nicholas Sitar, and James K. Mitchell
Jorge G. Zornberg, Nicholas Sitar, Members, ASCE, and James K. Mitchell, Honorary Member, ASCE

Limit Equilibrium as Basis for Design of Geosynthetic Reinforced Slopes
Mauricio Ehrlich, Bruno T. Dantas, Jorge G. Zornberg, Nicholas Sitar, and James K. Mitchell

Interpretation of Pile Acceptance Criteria from Deficient Data
Adrian F. K. Yong and Shenbaga R. Kaniraj

Closure to “Interpretation of Pile Acceptance Criteria from Deficient Data” by Shenbaga R. Kaniraj
Shenbaga R. Kaniraj

Erratum



April 2000
Volume 126, Issue 4, pp. 291-385


THE THIRTY-SECOND TERZAGHI LECTURE

Introduction of Robert M. Koerner, Thirty-Second Terzaghi Lecturer, 1996, Washington, D.C.
Lawrence H. Roth

Emerging and Future Developments of Selected Geosynthetic Applications
Robert M. Koerner

TECHNICAL PAPERS

Factors of Safety and Reliability in Geotechnical Engineering
J. Michael Duncan

Model Testing of Two-Layer Railway Track Ballast
William Fergus Anderson and Andrew John Key

Water Flow through Cover Soils Using Modeling and Experimental Methods
Lin-Pei Choo and Ernest K. Yanful

FE Modeling of Strain Localization in Soft Rock
Ronaldo I. Borja, Richard A. Regueiro, and Timothy Y. Lai

Deformations during Cut-and-Cover Construction of MUNI Metro Turnback Project
Demetrious C. Koutsoftas, Peter Frobenius, Ching L. Wu, Daniel Meyersohn, and Richard Kulesza

EPOLLS Model for Predicting Average Displacements on Lateral Spreads
Alan F. Rauch and James R. Martin III

TECHNICAL NOTES

Two-Dimensional Random Field of Mechanical Soil Properties
JarosŁaw PrzewŁócki

Use of Piezocone to Predict Maximum Stiffness of Venetian Soils
Paolo Simonini and Simonetta Cola

DISCUSSIONS AND CLOSURES

Influence of In Situ Factors on Dynamic Response of Piedmont Residual Soils
Laurence D. Wesley, Laureano R. Hoyos Jr., and Emir José Macari

Closure to “Influence of In Situ Factors on Dynamic Response of Piedmont Residual Soils” by Laureano R. Hoyos Jr. and Emir José Macari
Laureano R. Hoyos, Jr. and Emir José Macari
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