AbstractThe many factors which influence shear properties obtained by vane shear test are considered. The shear properties obtained by vane tests are compared with those by a direct shear test (shear box) and an unconfined compression test, and the differences of shear properties among these three tests are discussed. Further, the anisotropic characteristics of the strength of the clay samples used are considered.
Comparison of strength and soil thrust characteristics among different soil shear tests
Journal of Terramechanics ; 25 , 3 ; 201-221
1988-01-01
21 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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