Effect of Static Shear on Resistance to Liquefaction
作者： Y.P. Vaid , J.C. Chern
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摘要: ABSTRACT The influence of static shear on undrained cyclic loading behaviour Ottawa sand has been studied using triaxial samples anisotropically consolidated to various stress ratios. It is shown that the presence does not always lead increased resistance liquefaction or strain development. can increase decrease with increasing depending relative density, magnitude and specified level also flow deformation occurs during loose much in same manner as observed by Castro monotonic tests, responsible for sudden development loading.
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