Triaxial undrained dense sand cyclic loading
Hi, I am working at Aalborg University. We have done extensive testing on dense sand, undrained conditions, and found it has response slightly beyond what currently is "state of the art". Namely - we concentrated on the after loading when 1000 cyclic loads sustained by the sample. We do the tests on a single diameter height test under slipping boundary conditions - the kind of triaxial tests that give homogeneous stress state inside the sample, leading to results exceptionally well suited for FEM or numerical simulation.
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