The failure process of high stress rock with through-water disturbance based on acoustic emission

IF 13.7 1区 工程技术 Q1 MINING & MINERAL PROCESSING
Jiaming Li , Shibin Tang , Shuguang Zhang , Beichang Tang , Xiang Huang , Wenbo Liu
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Abstract

In the process of deep engineering excavation, the mechanical properties of rock are significantly influenced by the coupled effects of water and high stress, which greatly increase construction difficulty. To more accurately investigate the impact of water disturbance on the failure process of dry rock under high stress and the failure mechanisms of saturated rock in underwater environments, a water environment test chamber and a prefabricated borehole specimen through-water device were designed. A series of experiments were conducted, including uniaxial tests, water-disturbed granite cylinder tests, and through-water disturbance tests on prefabricated hole square specimens. The results showed that the acoustic emission (AE) hits and accumulated energy after the through-water disturbance at the same time were 8.77 and 12.08 times higher than before the disturbance, respectively. And water disturbance increased the proportion of tensile failure and reduced the proportion of shear failure. A key observation was that AE events were mainly generated in the permeation areas near the borehole. The main reason was that under high stress, the weakening effect of water led to the failure of the local mineral structure of the rock, promoting crack extension and triggering overall instability. Notably, failure of the saturated specimens underwater was only observed when the applied load approached the saturation strength of the prefabricated hole square specimens. The study results provide an important theoretical basis for understanding the damage mechanism of water-disturbed rocks in deep engineering, and have significant implications for the design and construction of engineering.
基于声发射的高应力岩石穿透水扰动破坏过程
在工程深基坑开挖过程中,水与高应力的耦合作用对岩体力学特性影响显著,大大增加了施工难度。为了更准确地研究水扰动对高应力条件下干岩破坏过程的影响以及水下环境下饱和岩石破坏机理,设计了水环境试验箱和预制钻孔穿水试样装置。对预制方孔试件进行了单轴试验、水扰动花岗岩筒体试验和水扰动穿透试验。结果表明,穿透水扰动后的声发射命中数和累积能量分别是扰动前的8.77倍和12.08倍;水扰动增加了拉伸破坏的比例,降低了剪切破坏的比例。一个关键的观测结果是声发射事件主要发生在钻孔附近的渗透区。主要原因是在高应力作用下,水的弱化作用导致岩石局部矿物结构破坏,促进裂缝扩展,引发整体失稳。值得注意的是,只有当荷载接近预制方孔试件的饱和强度时,饱和试件才会在水下发生破坏。研究结果为认识深部工程中水扰动岩石的破坏机理提供了重要的理论依据,对工程设计和施工具有重要的指导意义。
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来源期刊
International Journal of Mining Science and Technology
International Journal of Mining Science and Technology Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
19.10
自引率
11.90%
发文量
2541
审稿时长
44 days
期刊介绍: The International Journal of Mining Science and Technology, founded in 1990 as the Journal of China University of Mining and Technology, is a monthly English-language journal. It publishes original research papers and high-quality reviews that explore the latest advancements in theories, methodologies, and applications within the realm of mining sciences and technologies. The journal serves as an international exchange forum for readers and authors worldwide involved in mining sciences and technologies. All papers undergo a peer-review process and meticulous editing by specialists and authorities, with the entire submission-to-publication process conducted electronically.
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