Constitutive modeling of artificially cemented sand by considering fabric anisotropy

Computers and Geotechnics

Volumn 41, Issue , 2012, Pages 57-69

  Gao, Zhiwei ^a   Zhao, Jidong ^a  

^a HONG KONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Hong Kong)

Author keywords

Bonding; Cementation; Constitutive modeling; Fabric anisotropy; Failure criterion; Sand structure

Indexed keywords

CEMENTATION; CEMENTED SANDS; CONSTITUTIVE MODELING; EXPERIMENTAL DATA; FABRIC ANISOTROPY; FABRIC TENSORS; FAILURE CRITERIA; FAILURE CRITERION; HARDENING PARAMETERS; INHERENT ANISOTROPY; INTERNAL STRUCTURE; LABORATORY TEST; MODEL PARAMETERS; SOIL FABRICS; SOIL IMPROVEMENT; TOYOURA SAND; YIELD FUNCTION;

BONDING; CEMENTING (SHAFTS); CONSTITUTIVE MODELS; SAND; SOIL LIQUEFACTION;

ANISOTROPY;

ANISOTROPY; CALIBRATION; CEMENTATION; EXPERIMENTAL STUDY; LIQUEFACTION; PARAMETERIZATION; PLASTIC DEFORMATION; SOIL IMPROVEMENT; TENSILE STRENGTH; TRIAXIAL TEST;

EID: 83455173241     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2011.10.007     Document Type: Article

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