Direct-Shear Test for Effective-Strength Parameters

by H.M. O'Neil,


Serial Information: Journal of the Soil Mechanics and Foundations Division, 1962, Vol. 88, Issue 4, Pg. 109-140


Document Type: Journal Paper

Abstract:

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.



Subject Headings: Triaxial tests | Shear tests | Soil tests | Soil strength | Clays | Shear strength | Effective stress | Parameters (statistics) | Canada

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