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Volumn 25, Issue 6, 2004, Pages 887-890
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Improvement of Duncan-Chang nonlinear model and Shen Zhujiang's elastoplastic model for granular soils
a
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Author keywords
Constitutive model; Dilatancy; Granular soil; Shearing contraction
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Indexed keywords
DAMS;
MATHEMATICAL MODELS;
SHEAR DEFORMATION;
STRESS ANALYSIS;
CONFINING PRESSURE;
CONSTITUTIVE MODEL;
DILATANCY;
DUNCAN CHANG MODEL;
GRANULAR SOIL;
SHEARING CONTRACTION;
SHEN ZHUJIANG ELASTOPLASTIC MODEL;
STRESS DISPLACEMENT ANALYSIS;
STRESS STRAIN RELATIONSHIP;
SOILS;
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EID: 4644280754
PISSN: 10007598
EISSN: None
Source Type: Journal
DOI: None Document Type: Article |
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Times cited : (35)
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References (5)
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