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The failure process is simulated with the MPM code.
A Markov model is used to describe the failure process.
The failure process is found to have several stages.
The failure process of concrete specimen is also studied.
Generally, the failure process of rock slopes is significantly affected by the propagation of initial cracks.
The rock failure process analysis (RFPA) tool has been proposed since 1995.
Correspondingly, two load limits were defined according to the progressive failure process.
Their load carrying capability and failure process under tensile loading were investigated experimentally.
Remaining mass rate and failure contour are studied to research the failure process.
Borehole breakout is a time-dependent failure process which includes breakout initiation, propagation, and stabilization.
Adapting the stitching layout allows the failure process to be adjusted.
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