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 USA   (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)

1. Baligh, M. M., and Azzouz, A. S. (1985). "Stability analysis for gravity structures."Tech. Progress Rep. No. 4, Center for Sci. Excellence in Offshore Engrg., Dept. of Civ. Engrg., Massachusetts Inst. of Technol., Cambridge, Mass.
2. Bjerrum, L., and Landva, A.( 1966). "Direct simple shear tests on Norwegian quick clay."Géotechnique, London, England, 16(1), 1-20.
3. DeGroot, D. J., Germaine, J. T., and Gedney, R.( 1991). "An automated electropneumatic control system for direct simple shear testing."Geotech. Testing J., 14(4), 339-348.
4. DeGroot, D. J., Ladd, C. C., and Germaine, J. T. (1992). "Direct simple shear testing of cohesive soils."Res. Rep. No. R92-18, Center for Sci. Excellence in Offshore Engrg., Dept. of Civ. Engrg., Massachusetts Inst. of Technol., Cambridge, MA.
5. DeGroot, D. J., Germaine, J. T., and Ladd, C. C.( 1993). "The multidirectional direct simple shear apparatus."Geotech. Testing J., ASTM, 16(3), 283-295.
6. DeGroot, D. J., Germaine, J. T., and Ladd, C. C.( 1994). "Influence of nonuniform stresses on measured DSS shear-strain behavior."J. Geotech. Engrg., ASCE, JGENDZ 120(5), 892-912. JGENDZ
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.
9. Ladd, C. C., Weaver, J. S., Germaine, J. T., and Sauls, D. P. (1985). "Strength-deformation properties of arctic silt."Proc., Arctic '85, ASCE, New York, N.Y., 820-829.
10. Whittle, A. J., DeGroot, D. J., Ladd, C. C., and Seah, T. H.( 1994). "Model prediction of anisotropic behavior of boston blue clay."J. Geotech. Engrg., ASCE, JGENDZ 120(1), 199-224. JGENDZ