Constitutive model for cement treated clay in a critical state frame work

Soils and Foundations

Volumn 44, Issue 3, 2004, Pages 69-77

  Lee, Kyuhwan ^a   Chan, Dave ^b   Lam, Kaichi ^c  

^a Konyang University   (South Korea)

^b UNIVERSITY OF ALBERTA   (Canada)

^c CITY UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Cement treated clay; Constitutive model; Critical state; Modified cam clay model (IGC: E1)

Indexed keywords

BONDING; CEMENTS; COMPUTER SIMULATION; PLASTICITY; SHEAR STRENGTH; STIFFNESS; STRAIN; STRESS ANALYSIS;

CEMENT TREATED CLAY; CONSTITUTIVE MODELS; CRITICAL STATE; MODIFIED CAM CLAY MODEL (IGC: E1);

CLAY;

EID: 24744445334     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.44.3_69     Document Type: Review

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