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A CONSTITUTIVE MODEL FOR SOILS CONSIDERING STRESS PATHS BASED ON GENERALIZED NONLINEAR STRENGTH THEORY
A CONSTITUTIVE MODEL FOR SOILS CONSIDERING STRESS PATHS BASED ON GENERALIZED NONLINEAR STRENGTH THEORY
2007
Lu Dechun
Keywords:
Mathematical analysis
Constitutive equation
Nonlinear system
Mathematics
Soil water
strength theory
Correction
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