A simple stress-strain relation based on stress-path behavior in strain-path controlled triaxial tests

Soils and Foundations

Volumn 43, Issue 2, 2003, Pages 55-68

  Asaka, Yoshiharu ^a   Tokimatsu, Kohji ^b   Iwasaki, Kazuaki ^b   Shamoto, Yasuhiro ^a  

^a SHIMIZU CORPORATION   (Japan)

^b TOKYO INSTITUTE OF TECHNOLOGY   (Japan)

Author keywords

(strain increment ratio); (strain path); Dilatancy; Poisson's ratio; Sand; Stress path; Stress strain relation; Triaxial test; Young's modulus (IGC: D6)

Indexed keywords

CONSOLIDATION; DENSITY (SPECIFIC GRAVITY); ELASTIC MODULI; MATHEMATICAL MODELS; POISSON RATIO; STRAIN CONTROL; STRESSES;

DILATANCY; STRAIN INCREMENT RATIO; STRAIN PATH; STRESS PATH; STRESS-STRAIN RELATION; TRIAXIAL TESTS; YOUNG'S MODULUS (IGC: D6);

SAND;

EID: 24744452630     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.43.2_55     Document Type: Article

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