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Volumn 33, Issue 1, 1996, Pages 159-168

Viscous behaviour of soil under oedometric conditions

Author keywords

Compression; Consolidation; Constitutive modelling; Creep; Relaxation; Viscosity

Indexed keywords

COMPRESSION; CONSOLIDATION; CONSTITUTIVE MODELLING; CREEP; SOIL MODEL; TIME DEPENDENT BEHAVIOUR;

EID: 0029749197     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t96-031     Document Type: Article
Times cited : (48)

References (20)
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    • Sekiguchi, H. 1985. Constitutive laws of soils. Macrometric approaches - static-intrinsically time dependent. Proceedings, Discussion Session, 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, U.S.A.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.