Abstract
series of test simulating repeated loading due to the change of groundwater level and traffic load on the peat deposit is performed with stress condition of anisotropic consolidation and swelling. After anisotropic consolidation under cyclic loading for undisturbed and remolded peat, the effect of cyclic consolidation history on the shear characteristics is examined under undrained triaxial compression test.
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2014. International Society of Offshore and Polar Engineers
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