Journal of Geotechnical Engineering: Recent submissions
Now showing items 1141-1160 of 2722
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Discussion of “<i>Stiffness Coefficients of Layered Soil System</i>” by A. Sridharan, N.S.V.V.S.J. Gandhi, and S. Suresh (April, 1990, Vol. 116, No. 4)
(American Society of Civil Engineers, 1992) -
Closure to “<i>Stiffness Coefficients of Layered Soil System</i>” by A. Sridharan, N. S. V. V. S. J. Gandhi, and S. Suresh (April, 1990, Vol. 116, No. 4)
(American Society of Civil Engineers, 1992) -
Discussion of “<i>Laboratory Model Study on Geosynthetic Reinforced Soil Retaining Walls</i>” by I. Juran and B. Christopher (July, 1989, Vol. 115, No. 7)
(American Society of Civil Engineers, 1992) -
Evaluation of Flowable Fly‐Ash Backfill. II: Dynamic Loading
(American Society of Civil Engineers, 1992)This is the second paper in a two‐part series describing trench backfill tests designed to evaluate the performance of a flowable fly‐ash backfill (ashcrete) versus that of compacted soil backfills. The site for the tests ... -
Closure to “<i>Laboratory Model Study on Geosynthetic Reinforced Soil Retaining Walls</i>” by I. Juran and B. Christopher (July, 1989, Vol. 115, No. 7)
(American Society of Civil Engineers, 1992) -
Mapping Slope Failure Potential Using Fuzzy Sets
(American Society of Civil Engineers, 1992)This paper documents a low‐cost, qualitative evaluation scheme using a fuzzy set analysis for mapping slope failure potential (SFP). Four categories of factors affecting stability of natural slopes, i.e., geology, topography, ... -
Discussion of “<i>Stiffness Coefficients of Layered Soil System</i>” by A. Sridharan, N.S.V.V.S.J. Gandhi, and S. Suresh (April, 1990, Vol. 116, No. 4)
(American Society of Civil Engineers, 1992) -
Steady‐State Strength Analysis of Lower San Fernando Dam Slide
(American Society of Civil Engineers, 1992)An extensive reevaluation of the seismically induced 1971 Lower San Fernando dam slide is performed using steady‐state strength concepts. This investigation includes both field and laboratory testing and is carried out as ... -
Model Uncertainty Representation in Geotechnical Reliability Analyses
(American Society of Civil Engineers, 1992)An adequate representation of model uncertainties is important for reliability analyses based on geotechnical analysis models of unknown credibility. A procedure is outlined for calibration of the probability distribution ... -
Elastic‐Plastic Analysis of Footings on Anisotropic Soils
(American Society of Civil Engineers, 1992)A constitutive model using multiple yield surfaces is developed for analyzing foundation problems on anisotropic soils. The model parameters are obtained from simple triaxial test data and a close model prediction compared ... -
Settlements of Shallow Foundations on cohesionless soils
(American Society of Civil Engineers, 1992)This paper concisely presents a new method for the estimation of settlements of shallow foundations in cohesionless soils. The method includes a simplified model for the distribution of applied stresses with depth, ... -
Probabilistic Stability Analysis for Deep‐Water Foundation
(American Society of Civil Engineers, 1992)A probabilistic model for stability analysis of a deep‐water, gravity‐ based platform foundation on clay is defined, based on theory for wave loading in conjunction with conventional shear surface considerations. An advanced ... -
Evaluation of Flowable Fly‐Ash Backfill. I: Static Loading
(American Society of Civil Engineers, 1992)A series of trench backfill tests are performed at Duke Power Company's Marshall Steam Station to evaluate the performance of a flowable fly‐ash backfill versus that of a typical compacted soil backfill. The test site ... -
Discussion of “<i>Minimum Undrained Strength versus Steady‐State Strength of Sands</i>” by J.‐M. Konrad (June, 1990, Vol. 116, No. 6)
(American Society of Civil Engineers, 1992) -
Closure to “<i>Slope Stability Analysis: Generalized Approach</i>” by Dov Leshchinsky (May, 1990, Vol. 116, No. 5)
(American Society of Civil Engineers, 1992) -
Discussion of “<i>Slope Stability Analysis: Generalized Approach</i>” by Dov Leshchinsky (May, 1990, Vol. 116, No. 5)
(American Society of Civil Engineers, 1992) -
Discussion of “<i>Influence of Structure and Composition of Residual Soils</i>” by Laurence D. Wesley (April, 1990, Vol. 116, No. 4)
(American Society of Civil Engineers, 1992) -
Discussion of “<i>Unified Approach to Ground Improvement by Heavy Tamping</i>” by Kwang Wei Lo, Peng Lee Ooi, and Seng Lip Lee (March, 1990, Vol. 116, No. 4)
(American Society of Civil Engineers, 1992) -
Closure to “<i>Influence of Structure and Composition of Residual Soils</i>” by Laurence D. Wesley (April, 1990, Vol. 116, No. 4)
(American Society of Civil Engineers, 1992) -
Closure to “<i>Single‐Hardening Model with Application to NC Clay</i>” by Poul V. Lade (March, 1990, Vol. 116, No. 3)
(American Society of Civil Engineers, 1992)