A Simple Three-Dimensional Failure Criterion for Jointed Rock Masses under True Triaxial Compression

<div>The fitting results of all the experimental strength of jointed marble: (a) the linear Mogi–Coulomb failure criterion and (b) the proposed failure criterion.</div>

Advances in Civil Engineering

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Figure 5

Figure 5: A Simple Three-Dimensional Failure Criterion for Jointed Rock Masses under True Triaxial Compression 