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RISDiscussion of “<i>Specimen Size Effect in Simple Shear Test</i>” by M. Vucetic and S. Lacasse (December, 1982)
Publisher: American Society of Civil Engineers
Dynamics of Anisotropic Clays Under Large Strains
Publisher: American Society of Civil Engineers
Abstract: The dynamic behavior of cross anisotropic clays was often studied in a resonant column device which is limited to strains smaller then
Liquefaction under Random Loading: Unit Energy Approach
Publisher: American Society of Civil Engineers
Abstract: Liquefaction triggered by earthquakes is a source of major damage to structures resting on loose to medium sandy soils. The use of energy levels to define the onset of liquefaction has been validated in a previous study ...
Closure to “Evaluation of Liquefaction by Energy Principles” by J. Ludwig Figueroa, Adel S. Saada, Liqun Liang, and Nitin M. Dahisaria
Publisher: American Society of Civil Engineers
Evaluation of Soil Liquefaction by Energy Principles
Publisher: American Society of Civil Engineers
Abstract: Liquefaction has been a source of major damage during severe earthquakes. During the past two decades researchers have attempted to determine the parameters that could better define the liquefaction potential of a soil ...