An elasto-viscoplastic model for clay considering destructuralization and consolidation analysis of unstable behavior

Soils and Foundations

Volumn 45, Issue 2, 2005, Pages 29-42

  Kimoto, Sayuri ^a   Oka, Fusao ^b  

^a KYOTO UNIVERSITY   (Japan)

^b Ditto ^*

Author keywords

Clay; Compaction band; Consolidation; Instability; Localization; Structure (IGC: E2)

Indexed keywords

CLAY; COMPACTION; CONSOLIDATION; CONSTITUTIVE MODELS; PLASMA STABILITY; VISCOPLASTICITY;

COMPACTION BANDS; CONSOLIDATION PROCESS; ELASTO-VISCOPLASTIC CONSTITUTIVE MODEL; ELASTO-VISCOPLASTIC MODELS; LOCALIZATION; ONE DIMENSIONAL CONSOLIDATION; PORE-WATER PRESSURES; STRUCTURAL DEGRADATION;

STABILITY;

EID: 33847700569     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.45.2_29     Document Type: Conference Paper

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