Empirical correlations: Drained shear strength for slope stability analyses

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 139, Issue 6, 2013, Pages 853-862

  Stark, Timothy D ^a   Hussain, Manzoor ^b  

^a UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

^b NATIONAL UNIVERSITY OF SCIENCES AND TECHNOLOGY   (Pakistan)

Author keywords

Clay; Empirical correlation; Fully softened friction angle; Residual friction angle; Shale; Shear strength

Indexed keywords

EFFECTIVE NORMAL STRESS; EMPIRICAL CORRELATIONS; ESTIMATES OF PARAMETERS; FRICTION ANGLES; LABORATORY SHEAR TESTS; PRELIMINARY DESIGN; RESIDUAL FRICTION; SLOPE STABILITY ANALYSIS;

CLAY; FRICTION; SHALE; SHEAR STRENGTH; TRANSPORT PROPERTIES; TRIBOLOGY;

LIQUIDS;

BACK ANALYSIS; CLAY SOIL; CORRELATION; DRAINED TEST; EMPIRICAL ANALYSIS; FRICTION; RESIDUAL STRENGTH; SHALE; SHEAR STRENGTH; SLOPE FAILURE; SLOPE STABILITY; STABILITY ANALYSIS; STRESS ANALYSIS;

EID: 84879571568     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000824     Document Type: Article

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