Unified hardening model for K0 overconsolidated clays

Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering

Volumn 30, Issue 3, 2008, Pages 316-322

  Yao, Yang Ping ^a   Hou, Wei ^a  

^a BEIHANG UNIVERSITY   (China)

Author keywords

Constitutive model; Initially stress induced anisotropy; Overconsolidated clays; Three dimensional

Indexed keywords

ANISOTROPY; CONSTITUTIVE MODELS; SAND CONSOLIDATION; STRAIN HARDENING; THREE DIMENSIONAL;

OVERCONSOLIDATED CLAYS; STRESS STATES; STRESS-INDUCED INITIAL ANISOTROPY; UNIFIED HARDENING;

CLAY;

EID: 41949108989     PISSN: 10004548     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (17)

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