Deformable body isotropic linear elastic change in volume
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This example problem provides insight into the coefficient of volume compressibility for isotropic, linear elastic material idealizations
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☑ Stresses, Strains, and Elastic Response of Soils Derive an expression for the coefficient of earth pressure at rest (K0 = σx/σz) in terms of ν. Derive an expression for E1d in terms of the elastic modulus E and ν. Besides changes in volume, uniaxial loading and confined compression also involve shear strains.
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