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• W2013460550 abstract "Results of a comprehensive experimental study of Berea sandstone involving uniaxial and triaxial compression experiments (σ1 > σ2 = σ3) are presented in terms of axial and circumferential strains versus axial stress, as well as the failure stress states for different confining pressure. Based on these results a failure surface and an initial yield surface have been proposed, and since the elastic response of Berea sandstone is nonlinear, a constitutive model is given in terms of the hypoelasticity theory. The shear and bulk moduli are found to depend on confining pressure and volume strain, respectively, and the equations for this variation with confining pressure and deformation are obtained." @default.
• W2013460550 created "2016-06-24" @default.
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• W2013460550 date "1991-01-01" @default.
• W2013460550 modified "2023-10-14" @default.
• W2013460550 title "Behavior of Berea sandstone under confining pressure part I: Yield and failure surfaces, and nonlinear elastic response" @default.
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• W2013460550 doi "https://doi.org/10.1016/0749-6419(91)90046-2" @default.
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