Bimodal shear-strength behavior of unsaturated coarse-grained soils

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 139, Issue 12, 2013, Pages 2070-2081

  Zhao, H F ^a   Zhang, Limin ^a   Fredlund, D G ^b  

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

^b GOLDER ASSOCIATES LTD   (Canada)

Author keywords

Coarse grained soils; Constitutive relationships; Microstructures; Shear strength; Soil compression; Unsaturated soils

Indexed keywords

AGGREGATES; COMPRESSIBILITY; MICROSTRUCTURE; POROSITY; SOILS; WATER;

COARSE-GRAINED SOILS; CONSTITUTIVE RELATIONSHIPS; FINE GRAINED SOIL; LABORATORY TEST; SOIL COMPRESSION; STRENGTH BEHAVIOR; THE SOIL-WATER CHARACTERISTIC CURVES (SWCC); UNSATURATED SOIL;

SHEAR STRENGTH;

BIMODAL ASSOCIATION; CLAY SOIL; COMPRESSIBILITY; MICROSTRUCTURE; POROSITY; SHEAR STRENGTH; SOIL MECHANICS; SOIL WATER; UNSATURATED MEDIUM;

EID: 84884324875     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000937     Document Type: Article

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