This paper examines the dynamic deformation properties of a selected residual soil sample in Malaysia through a series of laboratory tests. The laboratory tests conducted include cyclic triaxial tests on the compacted residual soil with a measurement of deformation responses at small strains, and shaking table tests on a small soil block whereby the acceleration responses at different levels were analysed. The results showed that the dynamic deformation properties of the soil, namely the variation of shear modulus over a shear stain were ranging between 10(-5) and 10(-2). The results showed that the laboratory apparatus used herein were capable of evaluating the deformation properties of residual soil, and the G values obtained were comparable to those published data.
作者
我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。
推荐
暂无数据