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Response of normally consolidated kaolin clay under irregular cyclic loading and comparison with predictions from the accumulation procedure
The accumulation procedure on contour diagrams of shear strain is used in geotechnical design to account for the effect of cyclic loading on offshore foundations. In this paper, contour diagrams of maximum shear strain are presented based on a series of stress-controlled, symmetrical and non-symmetrical, cyclic direct simple shear tests on normally consolidated kaolin clay that can be used to re-examine the extensive database of model testing in kaolin clay. It is shown that the failure underdoi:10.1680/jgeot.16.p.340 fatcat:c3pzl34eeja6ba6wenvuajll2a