Axial chain rockbursts in deep tunnels excavated via drilling and blasting

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Tunnelling and Underground Space Technology Pub Date : 2025-04-01 Epub Date: 2025-01-18 DOI:10.1016/j.tust.2025.106395
Hong-Pu Li , Ben-Guo He , Xiang-Rui Meng , Shengcun Yan , Tao Chen
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Abstract

Chain rockbursts have a long duration and significant hazards, severely affecting construction progress, yet their occurrence patterns and formation mechanisms remain unclear. Monitoring was conducted on a deeply buried tunnel in southwest China for axial chain rockbursts (ACRs) occurrences. The recorded ACRs (23 weak, 3 moderate, and 3 intense) were analyzed to reveal their patterns of occurrence, geological characteristics, and mechanisms of formation. ACRs were studied through geological surveys, analysis of on-site failure characteristics, and a series of laboratory tests. The findings indicate that ACRs are most likely to occur near river valleys, faults, and geological contact zones, where the overburden is significant, and the direction of major stress is perpendicular to the tunnel axis. In ACRs-prone regions, the content of brittle minerals in the surrounding rock tends to be relatively high. At the site studied, the proportion of plagioclase in the diorite ranges from 55 % to 65 %. ACRs are likely to be triggered when the dip of structural planes forms a small angle with the principal stress, and when their strike is parallel (or nearly parallel) to the tunnel axis, or when a group of structural planes intersects the tunnel axis at a small angle and is distributed along it. During tunnel excavation in areas prone to ACRs, appropriate measures should be sufficiently robust and ductile, aimed at enhancing the strength and ductility of the surrounding rock, with support structures closely following the excavation face. This investigation contributes to our understanding of ACRs and may help in designing methods for predicting and preventing their occurrence.
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钻爆深挖隧道轴链冲击地压研究
链式岩爆持续时间长,危害大,严重影响施工进度,但其发生模式和形成机制尚不清楚。对西南某深埋隧道进行了轴链式岩爆发生监测。对记录的23个弱、3个中、3个强acr进行分析,揭示其赋存模式、地质特征及形成机制。通过地质调查、现场破坏特征分析和一系列实验室试验对ACRs进行了研究。研究结果表明,坑道围岩最容易发生在河谷、断层和地质接触带附近,这些区域覆盖层较多,主应力方向与隧道轴线垂直。在acrs易发区,围岩中脆性矿物的含量往往相对较高。在研究地点,斜长石在闪长岩中的比例为55% ~ 65%。当构造面倾角与主应力形成小角度,走向平行(或接近平行)于隧道轴线,或一组构造面与隧道轴线以小角度相交并沿隧道轴线分布时,均有可能触发acr。在acr易发地区进行隧道开挖时,应采取足够坚固和延展性的措施,以提高围岩的强度和延性,支护结构紧跟开挖工作面。这项研究有助于我们对acr的理解,并可能有助于设计预测和预防其发生的方法。
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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