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Spatial variation in liquefaction risk
Géotechnique, 1998Basic concepts and methods of random field theory, useful for characterizing 'distributed disordered systems', are applied to a soil deposit to evaluate the spatial extent of liquefaction under typical conditions. The soil deposit, modelled after a site located at the Wildlife Management Area in California, is represented by a three-dimensional random
G. A. Fenton, E. H. Vanmarcke
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Liquefaction risk analysis for a harbor fill
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1989Abstract Many coastal fills constructed of dredged and dumped sand are loose and may be susceptible to liquefaction. This paper describes a methodology for liquefaction risk analysis for such fills and uses Harbor Island, a hydraulic fill in San Diego Bay, as an example.
Carol L. Forrest, Iraj Noorany
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Risk Analysis for Ground Failure by Liquefaction
Journal of the Geotechnical Engineering Division, 1978A risk analysis has been developed for studying the likelihood of earthquake-induced ground failure by liquefaction. In this analysis, a new empirical method for evaluating the liquefaction potential at a site is employed. The method is based on interpretation of case histories in terms of earthquake magnitude and hypocentral distance.
Mishac K. Yegian, Robert V. Whitman
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Mitigation of Liquefaction Risk by Innovative Ground Improvement Techniques
Indian Geotechnical Journal, 2022The reduction of soil susceptibility to earthquake induced liquefaction is now considered a crucial issue in most of the seismic areas around the world, because it has been clearly seen that the damages on structures caused by the large reduction of effective stresses in the soil may overcome those induced by the inertial seismic forces.
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