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Geomechanics and FracturingIn-Situ Stress and Rock Mechanics

Failure Criteria - Mohr-Coulomb Stress Components

τ=0.5(σaσb)sin(2β)\tau=0.5(\sigma_a-\sigma_b)\sin(2\beta)

Tabular solver

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

Casesigma_apsisigma_bpsibeta_degdegResultAction
1Pending
2Pending
3Pending