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Geomechanics and FracturingIn-Situ Stress and Rock Mechanics

Subsidence Due to Uniform Pore Pressure Reduction in Free Surfaces

uz=−cm(1−ν)DΔPpVπ(r2+D2)1.5u_z=-\frac{c_m(1-\nu)D\Delta P_pV}{\pi(r^2+D^2)^{1.5}}

Tabular solver

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

Casec_m1/psinudimensionlessrftDftDeltaP_ppsiVft^3ResultAction
1Pending
2Pending
3Pending