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Numerical modeling of crack initiation and propagation is critical in geotechnical engineering for assessing the stability of structures such as dams, slopes, and tunnels. This paper reviews the verification methodologies employed by Rocscience software (specifically RS2 and RS3) in the context of fracture mechanics. By comparing numerical results against established closed-form analytical solutions, the software's accuracy in predicting stress intensity factors and crack trajectories is validated. Software piracy is a serious offense that can