Cyclic strength and deformation of crushable carbonate sand

Soil Dynamics and Earthquake Engineering

Volumn 15, Issue 5, 1996, Pages 331-336

  Hyodo, Masayuki ^a   Aramaki, Noritaka ^a   Itoh, Masayuki ^a   Hyde, Adrian F L ^b  

^a YAMAGUCHI UNIVERSITY   (Japan)

^b UNIVERSITY OF BRADFORD   (United Kingdom)

Author keywords

Carbonate sand; Confining stress; Cyclic loading; Liquefaction initial shear stress; Pore pressure; Shear strain; Triaxial tests

Indexed keywords

CARBONATES; DEFORMATION; PRESSURE EFFECTS; SAND; SHEAR STRENGTH; SHEAR STRESS; SOIL LIQUEFACTION; SOIL TESTING; STRESS ANALYSIS;

CYCLIC LOADS;

SOIL MECHANICS;

CARBONATE SAND; DEFORMATION; SHEAR TEST; TRIAXIAL TEST; UNDRAINED CYCLIC SHEAR;

EID: 0030183346     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/0267-7261(96)00003-6     Document Type: Article

References (9)

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8. Hyodo, M., Murata, H., Yasufuku, N. & Fujii, T. Undrained cyclic shear strength and residual shear strain of saturated sand by cyclic triaxial tests, Soils Foundations, 1991, 31(3), 60-76.
9. Hyde, A. F. L., Wong, K. M. & Yasufuku, N. The effect of silica content on the properties of carbonate sand, Proc. 12th ICSMFE, New Delhi.