深埋TBM隧洞岩性界面区围岩破坏特征与支护技术研究

姚志宾; 熊永润; 付廉杰; 全永威; 牛文静; 胡磊

doi:10.3973/j.issn.2096-4498.2023.01.011

隧道建设 >

2023 , Vol. 43 >Issue 1: 102 - 111

DOI: https://doi.org/10.3973/j.issn.2096-4498.2023.01.011

研究与探索

深埋TBM隧洞岩性界面区围岩破坏特征与支护技术研究

姚志宾 ,
熊永润 ,
付廉杰 ,
全永威 ,
牛文静 ,
胡磊

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(1. 东北大学深部金属矿山安全开采教育部重点实验室，辽宁沈阳 110819； 2. 东北大学辽宁省深部工程与智能技术重点实验室，辽宁沈阳 110819; 3. 新疆额尔齐斯河流域开发工程建设管理局，新疆乌鲁木齐 830000)

姚志宾（1987—），男，河南汝州人，2013年毕业于东北大学，采矿工程专业，硕士，实验师，主要从事岩爆监测预警及防控方面的工作。E-mail: yaozhibin@mai.neu.edu.cn。通信作者: 胡磊, E-mail: hulei@mail.neu.edu.cn。

网络出版日期: 2023-02-16

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Failure Mechanism and Support Technology of Surrounding Rocks in Lithologic Interface Area of DeepBuried Tunnel Bored by Tunnel Boring Machine

YAO Zhibin ,
XIONG Yongrun ,
FU Lianjie ,
QUAN Yongwei ,
NIU Wenjing ,
HU Lei

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(1.Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines,Northeastern University,Shenyang 110819, Liaoning,China;2.Key Laboratory of Liaoning Province on Deep Engineering and Intelligent Technology,Northeastern University, Shenyang 110819,Liaoning,China;3.Xinjiang Erqisi River Basin Development and Construction Administration,Urumqi 830000,Xinjiang,China)

Online published: 2023-02-16

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摘要

为保证深埋TBM隧洞岩性界面区域的安全、高效施工，综合应用现场调查、微震监测等手段开展顺隧洞轴向岩性界面区域的围岩破坏特征、微震活动特征研究，并在此基础上开展岩性界面区域破坏围岩支护技术研究。研究结果表明： 1）由于岩性界面区域应力集中，开挖卸荷后围岩更容易破坏，且隧洞围岩南硬北软的特征导致不同类型的破坏以蚀变带为界分布在隧洞两侧，破坏分布具有明显的区域性； 2）岩爆、结构型塌方破坏与微震活动具有良好的空间相关性； 3）当岩爆等级较低时，以结构型塌方为主体进行支护，随着岩爆等级升高，支护及防控的主体逐渐过渡为岩爆。

关键词：

TBM隧洞

; 岩爆; 塌方; 岩性界面区; 破坏特征; 支护技术

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姚志宾 , 熊永润 , 付廉杰 , 全永威 , 牛文静 , 胡磊 . 深埋TBM隧洞岩性界面区围岩破坏特征与支护技术研究[J]. 隧道建设, 2023 , 43(1) : 102 -111 . DOI: 10.3973/j.issn.2096-4498.2023.01.011

Abstract

To ensure safe and efficient construction in the lithologic interface area of deepburied tunnels bored by tunnel boring machines, field investigations and microseismic surveys are comprehensively employed to study the characteristics of surrounding rock damage and microseismicity in the axial lithologic interface area. On this basis, the support technologies for the surrounding rock damage in the lithologic interface area are examined. The results are as follows: (1) Owing to the stress concentration in the lithologic interface area, the surrounding rocks are prone to damage after excavation and unloading. The characteristics of "hard" on the south and "soft" on the north of the surrounding rocks cause different types of damage, distributed on both sides of the tunnel with the alteration zone as the boundary, and the damage distribution has obvious regionality. (2) There are good spatial correlations among rockburst, collapse, and microseismicity. (3) When the rockburst grade is low, the structural collapse should be preliminarily considered when employing a support method. As the rockburst grade rises, the rockburst should be gradually considered in the support method.

Key words： tunnel bored by tunnel boring machine; rockburst; collapse; lithologic interface; failure mechanism; support method[

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