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Theory and practice of vane test in various soil materials is reviewed; it is shown that theory of vane test in materials in which angle of shearing resistance equals zero is well developed and that results of sampling investigations and in-situ failures confirm this theoretical work; test method was found to be useful in very soft and very sensitive clay soils; experimental results of vane tests in fissured clays, sandy clays and sands which give certain angle of shearing resistance in undrained triaxial test are described.
Theory and practice of vane test in various soil materials is reviewed; it is shown that theory of vane test in materials in which angle of shearing resistance equals zero is well developed and that results of sampling investigations and in-situ failures confirm this theoretical work; test method was found to be useful in very soft and very sensitive clay soils; experimental results of vane tests in fissured clays, sandy clays and sands which give certain angle of shearing resistance in undrained triaxial test are described.
Review of vane test
Instn Engrs, Australia -- Civ Eng Trans
Cox, J.B. (Autor:in)
1967
12 pages
Aufsatz (Zeitschrift)
Englisch
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