Experimental Study on Crack Propagation of Rock by Blasting under Bidirectional Equal Confining Pressure Load

Rock blasting during tunneling has shown that the rock failure in high in situ stress environments is different from that in low in situ stress conditions or with a shallow rock mass. In particular, the propagation direction of the main crack induced by blasting is greatly affected by the in situ st...

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Auteurs principaux: Jinjin Ge, Ying Xu, Wei Huang, Haibo Wang, Rongzhou Yang, Zhongyi Zhang
Format: article
Langue:EN
Publié: MDPI AG 2021
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Accès en ligne:https://doaj.org/article/c3e31d02f8a2432cb90bfc764e50e544
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