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Published in 2020 at "KSCE Journal of Civil Engineering"
DOI: 10.1007/s12205-020-1021-2
Abstract: The deformation and failure of composite rock masses at the contact zone can cause serious safety hazards in underground engineering. Therefore, uniaxial compression experiment and numerical studies of composite samples were conducted. Combined with theoretical…
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Keywords:
failure form;
effects differences;
differences mechanical;
composite samples ... See more keywords