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RISClosure to “Residual Shear Strength Mobilized in First-Time Slope Failures” by G. Mesri and M. Shahien
Publisher: American Society of Civil Engineers
Residual Shear Strength Mobilized in First-Time Slope Failures
Publisher: American Society of Civil Engineers
Abstract: This paper presents a review of long-term stability of stiff clay and clay shale slopes, and detailed reanalyses of 99 case histories of slope failures in 36 soft clays to stiff clays and clay shales. We analyzed 107 ...
Discussion of “<i>Preconsolidation versus Aging Behavior of Kaolinite Clay</i>” by G. A. Athanasopoulos (June, 1993, Vol. 119, No. 6)
Publisher: American Society of Civil Engineers
Discussion of “<i>Seismic Bearing Capacity and Settlements of Foundations</i>” by R. Richards Jr., D. G. Elms, and M. Budhu (April, 1993, Vol. 119, No. 4)
Publisher: American Society of Civil Engineers
Coefficient of Consolidation by Inflection Point Method
Publisher: American Society of Civil Engineers
Abstract: The coefficient of consolidation in the Terzaghi theory of consolidation has been commonly determined by fitting the theory to observed compression with time in an incremental loading oedometer test. The Terzaghi theory ...
Discussion of “<i>Estimation Earth Pressures due to Compaction</i>” by J. M. Duncan, G. W. Williams, A. L. Sehn, and R. B. Seed (December, 1991, Vol. 117, No. 12)
Publisher: American Society of Civil Engineers
Coefficient of Consolidation by Inflection Point Method
Publisher: American Society of Civil Engineers