Journal Published Online: 01 March 1990
Volume 13, Issue 1

Statistical Description of Triaxial Shear Test Results

CODEN: GTJODJ

Abstract

Any probabilistic approach to slope stability assessment requires an adequate statistical description of soil strength. Current statistical methods of strength description are unsuitable for this purpose. A statistical technique of soil strength description appropriate for the probabilistic assessment of slope stability in c′, φ′ soils under drained conditions is developed here. The technique is applied to a set of results from triaxial strength tests on residual soil materials. Techniques for assessing the adequacy of a statistical description are discussed.

Author Information

Schoenemann, MR
Oregon State University, Corvallis, OR
Pyles, MR
Oregon State University, Corvallis, OR
Pages: 5
Price: $25.00
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Details
Stock #: GTJ10148J
ISSN: 0149-6115
DOI: 10.1520/GTJ10148J