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Experimental study of mechanical properties of highly-stressed rocks under true triaxial unloading conditions with different unloading directions

During the excavation process of deep rock masses, the surrounding rock stress field forms alternating zones of stress increase (loading zones) and stress decrease (unloading zones) near the excavation surface, which can easily trigger instability and failure in high-stress rock masses. Despite nume...

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Autori principali: Qian XIANG, Ke WANG, Lei WENG, Weijun YOU, Zhaofei CHU, Zeyu LI
Natura: Artigo
Lingua:Chinês
Pubblicazione: Editorial Office of Hydrogeology & Engineering Geology 2024-05-01
Serie:Shuiwen dizhi gongcheng dizhi
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Accesso online:https://www.swdzgcdz.com/en/article/doi/10.16030/j.cnki.issn.1000-3665.202304042
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