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ASCE: Journal of Geotechnical and Geoenvironmental Engineering 2000 - sodapas - 08-31-2011 ASCE Journal Geotechnical and Geoenvironmental Engineering 2000 Size: 44.6 MB | Format: PDF | Publisher: ASCE | Year: 2000
Complete 2000 edition DIRECT LINKS Code: *************************************** RE: ASCE Journal Geotechnical and Geoenvironmental Engineering 2000 - 3fan - 08-31-2011 Code: *************************************** RE: ASCE Journal Geotechnical and Geoenvironmental Engineering 2000 - sodapas - 09-04-2011 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 |