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RISClosure to “<i>New Method for Evaluating Liquefaction Potential</i>” by Kandiah Arulmoli, Kandiah Arulanandan, and H. Bolton Seed (January, 1985, Vol. 111, No. 1)
Publisher: American Society of Civil Engineers
Closure to “<i>Level Ground Soil‐Liquefaction Analysis Using in Situ Properties: II</i>” by Kandiah Arulanandan and Kanthasamy K. Muraleetharan (July, 1988, Vol. 114, No. 7)
Publisher: American Society of Civil Engineers
Closure to “<i>Level Ground Soil‐Liquefaction Analysis Using In Situ Properties: I</i>” by Kandiah Arulanandan and Kanthasamy K. Muraleetharan (July, 1988, Vol. 114, No. 7)
Publisher: American Society of Civil Engineers
Discussion of “<i>Liquefaction Evaluation Procedure</i>” by Steve J. Poulos, Gonzalo Castro, and John W. France (June, 1985, Vol. 111, No. 6)
Publisher: American Society of Civil Engineers
Level Ground Soil‐Liquefaction Analysis Using in Situ Properties: I
Publisher: American Society of Civil Engineers
Abstract: Based on Maxwell's pioneering work, on the electrical conduction through heterogeneous media a fundamental approach utilizing the electrical properties of soils to characterize their grain (particle shape) and aggregate ...
Discussion of “<i>Erosion Rate of Dispersive and Nondispersive Clays</i>” by Alaeddin Shaikh, James F. Ruff, Wayne A. Charlie, and Steven R. Abt (May 1988, Vol. 114, No. 5)
Publisher: American Society of Civil Engineers
Level Ground Soil‐Liquefaction Analysis Using in Situ Properties: II
Publisher: American Society of Civil Engineers
Abstract: Current methods for level ground soil‐liquefaction analysis involve the use of a stress ratio required to cause liquefaction obtained from laboratory testing of small element samples. Limited field evidence and considerable ...
Centrifugal Modeling of Soil Liquefaction Susceptibility
Publisher: American Society of Civil Engineers
Abstract: Presented are the results of an experimental research program involving centrifugal model tests on a column of sand confined by a stack of teflon coated aluminum rings with a latex membrane between the sand and the rings. ...
Seismic Response of Soil Deposits in San Francisco Marina District
Publisher: American Society of Civil Engineers
Abstract: This paper presents an application of the effective stress based, fully coupled, nonlinear numerical procedure DYSAC2 and the total stress-based, equivalent-linear procedure SHAKE to the analysis of the seismic response ...
New Method for Evaluating Liquefaction Potential
Publisher: American Society of Civil Engineers
Abstract: A new method of indexing the grain and aggregate properties of sand using electrical parameters is described. Correlations are established between these parameters and relative density,