Journal of Geotechnical Engineering: Recent submissions
Now showing items 661-680 of 2722
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Discussion of “Pipelines and Laterally Loaded Piles in Elastoplastic Medium” by B. Rajani and N. Morgenstern
(American Society of Civil Engineers, 1995) -
Closure to “Cohesion Intercept in Effective Stress‐Stability Analysis” by G. Mesri and M. E. M. Abdel-Ghaffar
(American Society of Civil Engineers, 1995) -
Discussion of “Permeability Behavior of a Water Treatment Sludge” by M. C. Wang and W. Tseng
(American Society of Civil Engineers, 1995) -
Discussion of ”Undrained Strength Interrelationships among CIUC, UU, and UC Tests” by Yit-Jin Chen and Fred H. Kulhawy
(American Society of Civil Engineers, 1995) -
Closure to “Undrained Strength Interrelationships Among CIUC, UU, and UC Tests” by Yit‐Jin Chen and Fred H. Kulhawy
(American Society of Civil Engineers, 1995) -
Discussion of “Cohesion Intercept in Effective Stress-Stability Analysis” by G. Mesri and M. E. M. Abdel-Ghaffar
(American Society of Civil Engineers, 1995) -
Bearing Capacity of Hydrated Geosynthetic Clay Liners
(American Society of Civil Engineers, 1995)Concern has been expressed about the bearing capacity of hydrated geosynthetic clay liners (CGLs), with respect to the possibility of thevarious products decreasing in thickness and thereby sacrificing their lowas-manufactured ... -
Constitutive Modeling and Analysis of Creeping Slopes
(American Society of Civil Engineers, 1995)A constitutive model for soils and interfaces involved in creeping natural slope is proposed. It is based on the hierarchical single-surface plasticity and viscoplasticity approaches and allows for factors such as elastic, ... -
Incremental Stress-Strain Behavior of Granular Soil
(American Society of Civil Engineers, 1995)Essential to the development of rate-type, elastoplastic constitutive models to describe the stress-strain behavior of any soil is knowledge concerning magnitude and direction of plastic strain upon application of an ... -
Generalized Cyclic-Degradation-Pore-Pressure Generation Model for Clays
(American Society of Civil Engineers, 1995)A model for the behavior of fully saturated normally consolidated and overconsolidated marine clays subjected to uniform cyclic strain-controlled and staged cyclic loading under simple shear conditions is proposed. Staged ... -
Discussion of “Cyclic Characterization of Liquefiable Sands” Neven Matasović and Mladen Vucetic
(American Society of Civil Engineers, 1995) -
Closure to “Cyclic Characterization of Liquefiable Sands” by Neven Matasović and Mladen Vucetic
(American Society of Civil Engineers, 1995) -
Solute Breakthrough Curves for Processed Kaolin at Low Flow Rates
(American Society of Civil Engineers, 1995)Solute breakthrough curves for a 0.01-M NaCl solution permeated through two compacted test specimens of processed kaolin soil are measured at two volumetric flow rates (2.65 × 10 -
Closure to “Permeability Behavior of a Water Treatment Sludge” by M. C. Wang and W. Tseng
(American Society of Civil Engineers, 1995) -
Discussion of “<i>Comparison of Rock Correction Methods for Compaction of Clayey Soils</i>” by Sandra L. Houston and Kenneth D. Walsh (April, 1993, Vol. 119, No. 4)
(American Society of Civil Engineers, 1994) -
Predicted and Observed Cyclic Performance of Piles in Calcareous Sand
(American Society of Civil Engineers, 1995)The performance of small-scale model piles jacked into calcareous sand and tested under cyclic axial loadings is presented in this paper. The calcareous sand beds used for the tests have been prepared from reconstituted ... -
Discussion of “<i>Evaluation of In‐Place Wetting Using Soil Suction Measurements</i>” by Kenneth D. Walsh, William N. Houston, and Sandra L. Houston (May, 1993, Vol. 119, No. 5)
(American Society of Civil Engineers, 1994) -
Discussion of “<i>Preconsolidation versus Aging Behavior of Kaolinite Clay</i>” by G. A. Athanasopoulos (June, 1993, Vol. 119, No. 6)
(American Society of Civil Engineers, 1994) -
Closure to “<i>Evaluation of In‐Place Wetting Using Soil Suction Measurements</i>” by Kenneth D. Walsh, William N. Houston, and Sandra L. Houston (May, 1993, Vol. 119, No. 5)
(American Society of Civil Engineers, 1994) -
Closure to “<i>Preconsolidation versus Aging Behavior of Kaolinite Clay</i>” by G. A. Athanasopoulos (June, 1993, Vol. 119, No. 6)
(American Society of Civil Engineers, 1994)