• 中国科学引文数据库(CSCD)来源期刊
  • 中文核心期刊中文科技核心期刊
  • Scopus RCCSE中国核心学术期刊
  • 美国EBSCO数据库 俄罗斯《文摘杂志》
  • 《日本科学技术振兴机构数据库(中国)》
二维码

隧道建设(中英文) ›› 2023, Vol. 43 ›› Issue (9): 1533-1540.DOI: 10.3973/j.issn.2096-4498.2023.09.010

• 地质与勘察 • 上一篇    下一篇

超长深埋隧洞岩爆监测与预警技术应用:以引汉济渭工程秦岭输水隧洞为例

李立民1 2, 唐烈先3, 赵力4   

  1. 1. 中铁第一勘察设计院集团有限公司, 陕西 西安 710043 2. 陕西省铁道及地下交通工程 重点实验室(中铁一院), 陕西 西安 710043 3. 辽宁科技大学矿业工程学院, 辽宁 鞍山 114051;  4. 陕西省引汉济渭工程建设有限公司, 陕西 西安 710010
  • 出版日期:2023-09-20 发布日期:2023-10-16
  • 作者简介:李立民(1969—),男,陕西蒲城人,1993年毕业于西安矿业学院,水文地质与工程地质专业,本科,正高级工程师,主要从事水文地质与工程地质勘察、设计及研究工作。Email: llm185@163.com。

Rockburst Monitoring and EarlyWarning Technology in UltraLong and DeepBuried Tunnels: A Case Study on Qinling Water Diversion Tunnel of Hanjiang RivertoWeihe River Water Diversion Project

LI Limin1, 2, TANG Liexian3, ZHAO Li4   

  1. (1. China Railway First Survey and Design Institute Group Co., Ltd., Xi′an 710043, Shaanxi, China; 2. Shaanxi Railway and Underground Traffic Engineering Key Laboratory(FSDI), Xian 710043, Shaanxi, China; 3. School of Mining Engineering, University of Science and Technology Liaoning, Anshan 114051, Liaoning, China; 4. Hanjiang River to Weihe River Water Diversion Project Construction Co., Ltd., Xian 710010, Shaanxi, China)
  • Online:2023-09-20 Published:2023-10-16

摘要: 为克服引汉济渭工程秦岭输水隧洞施工过程中的高频高强岩爆问题,通过分析秦岭输水隧洞的地质特征、岩石力学特性及岩爆实际发生情况,开展单洞长度超过13 km连续洞段的以微震监测技术为主的岩爆监测与预警工作,构建移动式24 h连续微震监测系统,建立基于微震能量的岩爆等级评价体系,并提出“以微震能量为主、以微震频次和集中度为辅”的简易定量化判别方法,大大提高了数据的易读性和监测结果的利用效率。应用结果表明: 采用提出的方法后岩爆综合预警准确率达90%,施工过程中未发生因岩爆致人伤亡的事故,保障了工程进度和安全。

关键词: 隧洞, 岩爆, 微震监测技术, 预警

Abstract:

Rockburst is one of the primary geological disasters faced by deepburied hardrock tunnels, which severely threatens the life of siteconstruction personnel, affects the construction schedule, and increases the protection cost. To deal with the highfrequency and highstrength rockburst occurring in the Qinling water diversion tunnel of the Hanjiang rivertoWeihe river water diversion project in Shaanxi, China, the geological characteristics, rock mechanical characteristics, and actual occurrence of rockburst in the Qinling tunnel are investigated. Rockburst monitoring and earlywarning works, focusing on microseismic monitoring for more than 13 km of continuous tunnel sections, are conducted. Furthermore, a mobile 24h continuous microseismic monitoring system is constructed, and a rockburst rating evaluation system based on microseismic energy is established. After continuous exploration and comparison, a simple quantitative discrimination method of "microseismic energy as the main, frequency and concentration as the auxiliary" is developed, which remarkably improves the legibility of data and the utilization efficiency of monitoring results. The results show that the comprehensive warning accuracy of rockburst reaches 90%. Moreover, no major accidents caused by rockburst casualties occurred until smooth penetration, effectively guaranteeing the progress and safety of the project.

Key words: tunnel, rockburst, microseismic monitoring, early warning