Undrained multidirectional direct simple shear behavior of cohesive soil

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 122, Issue 2, 1996, Pages 91-98

  DeGroot, Don J ^a   Ladd, Charles C ^b   Germaine, John T ^b  

^a UNIVERSITY OF MASSACHUSETTS   (United States)

^b Massachusetts Institute of Technology   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BOSTON BLUE CLAY; COHESIVE SOILS; COMPLEX LOADING; DEFORMATION BEHAVIOR; DESIGN ISSUES; DIRECT SIMPLE SHEARS; ELEMENT LEVEL; EXPERIMENTAL PROGRAM; FOUNDATION SOILS; HORIZONTAL SHEAR; ICE LOADING; ICE LOADS; LARGE ROTATION; MULTI-DIRECTIONAL; SET-DOWN; SOIL ELEMENT; UNDRAINED; VERTICAL STRESS;

SHEAR STRESS; SOFTWARE TESTING;

SOILS;

COHESIVE SOIL; LOADING; OFFSHORE STRUCTURE; SHEAR;

EID: 0030390319     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9410(1996)122:2(91)     Document Type: Article

References (10)

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7. Ladd, C. C. (1991). "Stability evaluation during staged construction: the 22nd Karl Terzaghi lecture."J. Geotech. Engrg., ASCE, 117(4), 540-615.
8. Ladd, C. C., and Edgers, L. (1972). "Consolidated-undrained direct simple shear tests on saturated clay."Res. Rep. R72-82, Dept. of Civ. Engrg., Massachusetts Inst. of Technol., Cambridge, Mass.
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