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Undrained shear strengths of anisotropically consolidated clays
Theory based on A.W.Skempton's compressibility ratio; expressions found by laboratory tests for effective stresses between grains; analysis of slides in nature; active and passive earth pressure; van test, recently developed for measuring strength of clay in situ; extraction of samples; description of quick shear box test and consolidated quick triaxial tests; numerical examples for two different clays.
Undrained shear strengths of anisotropically consolidated clays
Theory based on A.W.Skempton's compressibility ratio; expressions found by laboratory tests for effective stresses between grains; analysis of slides in nature; active and passive earth pressure; van test, recently developed for measuring strength of clay in situ; extraction of samples; description of quick shear box test and consolidated quick triaxial tests; numerical examples for two different clays.
Undrained shear strengths of anisotropically consolidated clays
Geotechnique
Brinch Hansen, J. (author) / Gibson, R.E. (author)
Geotechnique ; 1
1949
16 pages
Article (Journal)
English
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