![]() ![]() ![]() After checking the accuracy of the tests, the deformation and strength characteristics of clay in three-dimensional stresses are experimentally discussed, and the test results are compared with the analytical results by the well-known Cam-clay model and those by the t ij-clay model which has recently been developed with reference to the extended concept of “Spatially Mobilized Plane”. Drained true triaxial tests on a normally consolidated clay under a constant mean principal stress condition are performed using a newly made apparatus in which two principal stresses are applied by rigid plates and the other principal stress by a chamber water pressure. ![]()
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