A platform for research: civil engineering, architecture and urbanism
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Direct-shear test for effective-strength parameters
Effective-stress results from tests performed on one undisturbed and 2 remodeled clays are compared with those from slow-drained direct shear tests; effective-strength parameters determined by tests performed on undisturbed clay from Seven Sisters project, in Canada, are compared with those from triaxial tests; effect of speed of shear as related to effective strengths is determined and presented for 4 clays.
Direct-shear test for effective-strength parameters
Effective-stress results from tests performed on one undisturbed and 2 remodeled clays are compared with those from slow-drained direct shear tests; effective-strength parameters determined by tests performed on undisturbed clay from Seven Sisters project, in Canada, are compared with those from triaxial tests; effect of speed of shear as related to effective strengths is determined and presented for 4 clays.
Direct-shear test for effective-strength parameters
ASCE -- Proc (J Soil Mechanics Foundation Div)
O'Neil, H.M. (author)
1962
29 pages
Article (Journal)
English
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