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The failure conditions depend on the stress conditions.
Moreover, the general failure conditions of the structure are discussed.
This reduces the possibility of brittle failure conditions.
Properties of inverse-based controllers under failure conditions are addressed.
The three cases show different failure conditions, based on in situ stress values and injection pressures.
The occurrence of the aforementioned blocking failure conditions may exist and deserve to be investigated.
As a result, failure conditions and fracture patterns in these areas deviate significantly from regional trends.
All the necessary information concerning material properties, loading paths, and failure conditions is given.
The failure conditions of each specimen are shown in Figs. 5 and 6.
Simulations have been carried out to test the performance of the controller for different failure conditions.
During gateroad development, pillar failure conditions and entry deformation were monitored.
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