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- W599324534 abstract "Constitutive characteristics of soil-stone mixture and the way to obtain the constitutive parameters were researched in order to acquire the physical mechanical characteristics of soil-stone mixture and instruct design and construction of soil-stone subgrade. Choosing modified Naylor K-G model as non-linear elastic constitutive model of soil-stone mixture, linear equation of tangent volume change modulus £¨ Kt £© and tangent shear modulus £¨Gt£© were derived.The method of measuring Kt and G, in modified Naylor K-G model by large-scale triaxial test was introduced, the graphical method of calculating all parameters in the linear equation above based on actual testing curve was also illuminated. It is concluded that£o £¨ 1 £© mechanical conception is explicit and parameters is easy to be measured by choosing modified Naylor K- G constitutive model; £¨2£© the method of measuring K- G model parameters for soil-stone mixture by large-scale triaxial test is feasible; £¨3£© the K-G model is applicable to soil which has shear contraction or dilatation features, as the influence of shear stress on modulus of volume change is considered." @default.
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- W599324534 date "2008-03-01" @default.
- W599324534 modified "2023-09-24" @default.
- W599324534 title "Test Study on K-G Model Parameters of Soil-stone Mixture" @default.
- W599324534 hasPublicationYear "2008" @default.
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