Behaviour of cemented clay simulated via the theoretical framework of the Structured Cam Clay model

Computers and Geotechnics

Volumn 37, Issue 1-2, 2010, Pages 1-9

  Horpibulsuk, Suksun ^a   Liu, Martin D ^b   Liyanapathirana, Deepa S ^c   Suebsuk, Jirayut ^a  

^a SURANAREE UNIVERSITY OF TECHNOLOGY   (Thailand)

^b UNIVERSITY OF WOLLONGONG   (Australia)

^c UNIVERSITY OF WESTERN SYDNEY   (Australia)

Author keywords

Cementation; Clay; Constitutive relations; Soil structure; Strength

Indexed keywords

CEMENTED CLAY; CONFINING STRESS; CONSTITUTIVE RELATIONS; EFFECTIVE STRESS PARAMETERS; EMPIRICAL EQUATIONS; ENGINEERING PRACTICES; FINAL FAILURES; KEY MODELS; MODEL PARAMETERS; SOIL STRUCTURE; STRUCTURED CAM CLAY MODELS; THEORETICAL FRAMEWORK;

CAMS; CEMENTING (SHAFTS); CEMENTS; GEOLOGIC MODELS; MECHANICAL PROPERTIES; SOILS;

CLAY MINERALS;

CAM-CLAY MODEL; CEMENTATION; CLAY; CONSTITUTIVE EQUATION; MECHANICAL PROPERTY; PLASTIC DEFORMATION; SOIL STRENGTH; SOIL STRUCTURE; STRESS; THEORETICAL STUDY;

EID: 70649097381     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2009.06.007     Document Type: Article

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