One-dimensional consolidation modeling based on the isotach law for normally consolidated clays

Soils and Foundations

Volumn 43, Issue 4, 2003, Pages 173-188

  Imai, Goro ^a   Tanaka, Yosuke ^a   Saegusa, Hiroyuki ^a  

^a YOKOHAMA NATIONAL UNIVERSITY   (Japan)

Author keywords

Clay; Consolidation model; Isotach law; Numerical simulation; One dimensional analysis; Secondary consolidation; Viscous effect (IGC: D5 E2)

Indexed keywords

COMPUTER SIMULATION; CONSOLIDATION; MATHEMATICAL MODELS; SOIL TESTING; STRAIN; STRESS ANALYSIS;

CONSOLIDATION MODEL; ISOTACH LAW; ONE-DIMENSIONAL ANALYSIS; SECONDARY CONSOLIDATION; VISCOUS EFFECT (IGC:D5/E2);

CLAY;

EID: 17044416674     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.43.4_173     Document Type: Article

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