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RISLiquefaction Evaluation Procedure
Publisher: American Society of Civil Engineers
Abstract: A procedure for evaluating liquefaction susceptibility of a soil mass subjected to shear stress, such as in slopes, embankments, and foundations of structures, is presented. Liquefaction analysis is a stability analysis ...
Re‐Examination of Slide of Lower San Fernando Dam
Publisher: American Society of Civil Engineers
Abstract: A major slide occurred in the upstream slope of the Lower San Fernando Dam immediately following the earthquake of February 9, 1971. Previous analyses of this slide have been based on evaluation of seismic shear stresses ...
Closure to “<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
Closure to “<i>Re‐Examination of Slide in Lower San Fernando Dam</i>” by Gonzalo Castro, Steve J. Poulos, and Francis D. Leathers (September, 1985, Vol. 111, No. 9)
Publisher: American Society of Civil Engineers
Closure to “<i>Liquefaction Resistance of Thickened Tailings</i>” by Steve J. Poulos, Eli I. Robinsky, and Thomas O. Keller (December, 1985, Vol. 111, No. 12)
Publisher: American Society of Civil Engineers
Liquefaction Resistance of Thickened Tailings
Publisher: American Society of Civil Engineers
Abstract: A new method is presented for analysis of the potential for triggering liquefaction, i.e., a flow slide, in liquefiable soil masses. The method is based on the principle of steady state deformation. In conventional mine ...