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    Numerical Test Research on Loading Rate Effect of Rock Mass with Transfixion Sawtooth Structural Plane by Dongsong Li, Yanhong Du, Feng Chen, Tianhui Ma

    Published 2020-01-01
    “…When the loading rate is 0.002 or 0.005 mm/s, the failure mode of the numerical specimen C is an inclined linear fracture zone located in the middle and lower part of the rock mass; however, when the loading rate rises to 0.008, 0.02, and 0.05 mm/s, the fracture zone of the numerical specimen C is located in the middle and upper part of the rock mass, and its inclination angle is about 60 degrees. …”
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