Steady state strength behavior of Yamuna sand

Geotechnical and Geological Engineering

Volumn 26, Issue 3, 2008, Pages 237-250

  De, Sourav ^a   Basudhar, Prabir Kumar ^a  

^a INDIAN INSTITUTE OF TECHNOLOGY KANPUR   (India)

Author keywords

Liquefaction; Rebounded drained triaxial test; Steady state strength

Indexed keywords

CONSOLIDATION; RESIDUAL STRESSES; SOIL LIQUEFACTION; STRAIN; VOLUME MEASUREMENT;

EFFECTIVE PRINCIPLE STRESS; REBOUNDED DRAINED TRIAXIAL TEST; RESIDUAL STRENGTH;

SAND;

ALLUVIAL PLAIN; LIQUEFACTION; RESIDUAL STRENGTH; SANDY SOIL; STEADY-STATE EQUILIBRIUM; STRESS CHANGE; TRIAXIAL TEST; VOLUME CHANGE;

ASIA; EURASIA; GANGETIC PLAIN; SOUTH ASIA;

EID: 42549093276     PISSN: 09603182     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10706-007-9160-5     Document Type: Article

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