Effect of pore pressure on stress

Input(s)

λ\lambda: Lames First Constant (psi)

δ\delta: Kronecker Delta (dimensionless)

ξo\xi_{o}: Initial Strain (dimensionless)

ξ\xi: Final Strain (dimensionless)

G: Modulus of Shear (psi)

α\alpha: Biot (dimensionless)

P: Pressure Applied (psi)

Output(s)

S: Stress (psi)

Formula(s)

S=λξoδ+2GξαδP\mathrm{S}=\lambda * \xi_{\mathrm{o}} * \delta+2 * \mathrm{G} * \xi-\alpha * \delta * \mathrm{P}

Reference(s)

Mark D. Zoback, Reservoir Geomechanics, Cambridge University Press, UK, Page: 68.


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