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

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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 | Parameters (statistics) | Shear tests | Soil strength | Soil tests | Shear strength | Clays | Effective stress | North America | Canada

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