Modeling cyclic behavior of lightly overconsolidated clays in simple shear

Soil Dynamics and Earthquake Engineering

Volumn 19, Issue 7, 2000, Pages 501-519

  Pestana, J M ^a   Biscontin, G ^a   Nadim, F ^b   Andersen, K ^b  

^a Berkeley   (United States)

^b NORWEGIAN GEOTECHNICAL INSTITUTE   (Norway)

Author keywords

Clays; Consolidation; Constitutive laws; Cyclic behavior; Simple shear; Site response analysis; Soil behavior; Submerged slopes

Indexed keywords

CLAY; CONSOLIDATION; CYCLIC LOADS; MATHEMATICAL MODELS; SHEAR STRESS; STRAIN; STRESS ANALYSIS;

OVERCONSOLIDATED CLAYS; SUBMERGED SLOPES;

SOIL MECHANICS;

CLAY; CONSOLIDATION; CONTINENTAL SHELF; SUBMARINE;

CLAY; CONTINENTAL SHELF; CYCLIC LOADING; OVERCONSOLIDATION; SHEAR; SUBMARINE CONSTRUCTION;

EID: 0034306720     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(00)00032-4     Document Type: Article

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