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Published in 2019 at "Construction and Building Materials"
DOI: 10.1016/j.conbuildmat.2019.05.159
Abstract: Abstract The stability of rock engineering applications is significantly influenced by the mechanical behavior of jointed rock masses. However, the deformability, strength and failure characteristics of non-persistent jointed rock specimens have not been examined comprehensively.…
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Keywords:
non persistent;
rock like;
failure;
stage ... See more keywords
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Published in 2021 at "Journal of Petroleum Science and Engineering"
DOI: 10.1016/j.petrol.2021.109133
Abstract: Abstract This paper describes a combined finite-discrete element method for simulating the interaction between single PDC cutter and brittle rock. The proposed method is capable of capturing the nucleation, propagation, branching, and coalescence of cracks…
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Keywords:
interaction single;
single pdc;
method;
brittle rock ... See more keywords
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Published in 2018 at "Journal of Mining Science"
DOI: 10.1134/s1062739118023545
Abstract: The results are presented for uniaxial compression testing of brittle rock samples; their failure occur in the form of columnar cracking along the axis of applying the force. Test results are compared with characteristic quantities…
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Keywords:
compression;
uniaxial compression;
grain characteristics;
rock samples ... See more keywords
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Published in 2022 at "Materials"
DOI: 10.3390/ma15051877
Abstract: The stability of deep rock engineering, especially during the excavation, is inextricably linked to the time-dependent mechanical properties of brittle rock. Therefore, the uniaxial creep test in a multilevel loading path is carried out, accompanying…
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Keywords:
quartz sandstone;
rock;
behavior;
experimental investigation ... See more keywords