Dilating behaviour of overconsolidated clay

Soils and Foundations

Volumn 44, Issue 4, 2004, Pages 27-40

  Hattab, Mahdia ^a   Hicher, Pierre Yves ^b  

^a UNIVERSITÉ PAUL VERLAINE METZ   (France)

^b ECOLE CENTRALE DE NANTES   (France)

Author keywords

Dilatancy; Overconsolidation ratio; Plastic strain mechanisms; Triaxial compression tests (IGC: E12)

Indexed keywords

LOADING; STRENGTH OF MATERIALS; STRESS ANALYSIS; VECTORS;

DILATENCY; OVERCONSOLIDATION RATIO; PLASTIC STRAIN MEASUREMENT; TRIAXIAL COMPRESSION TESTS;

CLAY;

EID: 24744444471     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.44.4_27     Document Type: Article

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