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Geomechanics and FracturingIn-Situ Stress and Rock Mechanics

Shale Compaction

ϕe=ϕe−βsσv\phi_e=\phi e^{-\beta_s\sigma_v}

Tabular solver

Run the same equation across multiple cases and compare results in one table.

Casephifractionbeta_s1/MPasigma_vMPaResultAction
1Pending
2Pending
3Pending