The increase in the joint shear strength restricts the slip failure along the joints and enhances the resistance of the rock mass to cutter-induced penetration, unfavorable to TBM excavation. (2) As the joint shear strength increases, the primary and secondary cracks change from the mixed shear-tensile to tensile mode at the initial stage.
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WhatsApp: +86 18221755073The stress–structural inducement is that the excavation and unloading of the crushing station causes joint sets (JSet #2 and JSet #3), and the excavation face causes the formation of unfavorable blocks. Thus, stress–structural failure caused by jointing in the formation of the tunnel section is one of the key issues concerning the ...
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WhatsApp: +86 18221755073The joints are existing throughout the underground rock mass. It is of great significance to investigate the shear performance of the rock mass to maintain the stability of the underground structure.
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