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- W801951387 abstract "Using a hollow cylindrical torsion shear test apparatus, three types of cyclic loading test were performed on samples of the Japanese standard sand prepared at different densities. The types of test were the cyclic triaxial shear test, the cyclic torsion shear test and the test in which the triaxial mode and torsional mode of shear stress were cyclically applied with a phase difference of 90 degress whereby producing a continuous rotation of principal stress direction in the test sample. Comparison of the results of these three types of test disclosed the fact that the resistance of sand to cyclic loading is significantly reduced if the rotation of principal stress direction is involved in the cyclic application of shear stresses. For the covering abstract of the conference see IRRD 287689. (TRRL)" @default.
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- W801951387 date "1985-01-01" @default.
- W801951387 modified "2023-09-28" @default.
- W801951387 title "SAND LIQUEFACTION UNDER ROTATION OF PRINCIPAL STRESS AXES. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985" @default.
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