Abstract: This paper outlines methods for predicting changes in the undrained secant modulus for saturated clays after cyclic loading, but prior to the dissipation of cyclically induced excess pore pressures. The equations are ...

Abstract: Results are presented from a series of one‐way cyclic undrained triaxial tests on Ariake clay, a highly plastic, normally consolidated marine clay from Kyushu in southwest Japan. Considering first pore water pressures ...

Abstract: Stress-controlled undrained cyclic triaxial tests followed by strain-controlled monotonic compressive shear tests were carried out on normally consolidated and overconsolidated reconstituted Keuper Marl silt to investigate ...