Research on energy-absorption active control method for large deformation of tunnel surrounding rock through multi-fault fracture zone

Zhigang Tao, Yuting Mao, Jihao Sun, Xiaoyun Zhang, SS. Huo, Manchao He
{"title":"Research on energy-absorption active control method for large deformation of tunnel surrounding rock through multi-fault fracture zone","authors":"Zhigang Tao, Yuting Mao, Jihao Sun, Xiaoyun Zhang, SS. Huo, Manchao He","doi":"10.1139/cgj-2023-0318","DOIUrl":null,"url":null,"abstract":"In order to study the problems of large deformation of surrounding rock and water-rich dense fracture zones during tunnel construction through fault fracture zone, the NPR anchor cable control method is studied based on the Tabaiyi tunnel. Firstly, the mechanical deformation mechanism of surrounding rock is analyzed by geological conditions, lithology and strength of surrounding rock, and different surrounding rock zones are obtained. Then, based on the self-developed high-prestressed NPR anchor cable, the tunnel prevention and control measures are designed. The high stress NPR anchor net technology is used to support the common large deformation and fault fracture zone, while in the water-rich dense fracture zones, the combined support of double gradient grouting technology and high stress NPR anchor net technology is adopted. Finally, in order to evaluate the control effect of the support design scheme, the deformation of surrounding rock, the axial force of NPR anchor cable and the pressure of steel arch are monitored in real time. The results show that the high stress NPR anchor net technology can effectively control the large deformation of tunnel surrounding rock caused by fault zone. And in the water-rich zones, the double gradient grouting technology can provide sufficient anchoring force for the NPR anchor cable. The two technologies control the maximum deformation of surrounding rock within 300 mm, and realize the stability of tunnel primary support.","PeriodicalId":505159,"journal":{"name":"Canadian Geotechnical Journal","volume":"29 7","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-01-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Canadian Geotechnical Journal","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1139/cgj-2023-0318","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

In order to study the problems of large deformation of surrounding rock and water-rich dense fracture zones during tunnel construction through fault fracture zone, the NPR anchor cable control method is studied based on the Tabaiyi tunnel. Firstly, the mechanical deformation mechanism of surrounding rock is analyzed by geological conditions, lithology and strength of surrounding rock, and different surrounding rock zones are obtained. Then, based on the self-developed high-prestressed NPR anchor cable, the tunnel prevention and control measures are designed. The high stress NPR anchor net technology is used to support the common large deformation and fault fracture zone, while in the water-rich dense fracture zones, the combined support of double gradient grouting technology and high stress NPR anchor net technology is adopted. Finally, in order to evaluate the control effect of the support design scheme, the deformation of surrounding rock, the axial force of NPR anchor cable and the pressure of steel arch are monitored in real time. The results show that the high stress NPR anchor net technology can effectively control the large deformation of tunnel surrounding rock caused by fault zone. And in the water-rich zones, the double gradient grouting technology can provide sufficient anchoring force for the NPR anchor cable. The two technologies control the maximum deformation of surrounding rock within 300 mm, and realize the stability of tunnel primary support.
穿越多断层破碎带隧道围岩大变形能量吸收主动控制方法研究
为研究隧道穿越断层破碎带施工过程中围岩及富水致密断裂带大变形问题,以塔白崖隧道为基础,研究了NPR锚索控制方法。首先,通过地质条件、围岩岩性和强度分析围岩力学变形机理,得到不同围岩带。然后,基于自主研发的高应力 NPR 锚索,设计了隧道防控措施。在普通大变形和断层破碎带采用高应力 NPR 锚网技术支护,在富水致密破碎带采用双梯度注浆技术和高应力 NPR 锚网技术联合支护。最后,为了评价支护设计方案的控制效果,对围岩变形、NPR 锚索轴向力和钢拱架压力进行了实时监测。结果表明,高应力 NPR 锚网技术能有效控制断层带引起的隧道围岩大变形。而在富水区,双梯度注浆技术可为 NPR 锚索提供足够的锚固力。两种技术将围岩的最大变形控制在 300 毫米以内,实现了隧道一次支护的稳定性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信