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Geomechanics and FracturingIn-Situ Stress and Rock Mechanics

Weak-Plane Anisotropic Failure Stress

σ=2σc(Sw+μσc)[1μcot(β)]sin(2β)\sigma=\frac{2\sigma_c(S_w+\mu\sigma_c)}{[1-\mu\cot(\beta)]\sin(2\beta)}

Tabular solver

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

Casesigma_cpsiS_wpsimu_wpdimensionlessbeta_degdegResultAction
1Pending
2Pending
3Pending