volume 11, issue 2, P269-277 1974
DOI: 10.1139/t74-023
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Nyal E. Wilson,
John R. Greenwood

Abstract: Repeated and sustained loading tests on undrained samples of normally consolidated lacustrine clay are used to prove the existence of a relationship between pore water pressures and axial strains.The behavior of the clay is studied by investigating the pore pressure and strain responses under repeated loading, and comparing them with the responses from the more usual sustained loading. Samples under repeated loading fail at a stress below the compressive strength of the material as obtained from a standard st…

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