高原不良地质铁路隧道水害动态控制技术

doi:10.16265/j.cnki.issn1003-3033.2020.S1.016

中国安全科学学报 ›› 2020, Vol. 30 ›› Issue (S1): 84-91.doi: 10.16265/j.cnki.issn1003-3033.2020.S1.016

高原不良地质铁路隧道水害动态控制技术

张向礼¹ 高级工程师, 范飞² 高级工程师, 李佳兴² 工程师, 王英子² 工程师

1 国家铁路局工程质量监督中心, 北京 100891;
2 中冶建筑研究总院有限公司检测中心, 北京 100088

收稿日期:2020-10-10 修回日期:2020-11-20 出版日期:2020-12-30 发布日期:2021-07-15
作者简介:张向礼 (1978—),男,甘肃庆阳人,本科,高级工程师,主要从事铁路建设工程质量监督检查检测方面的工作。E-mail:zhangxiangli@nra.gov.cn。

Dynamic control technology of water disaster in railway tunnel with bad geology in plateau

ZHANG Xiangli¹, FAN Fei², LI Jiaxing², WANG Yingzi²

1 Engineering Quality Supervision Center, National Railway Administration, Beijing 100891,China;
2 Test Center of MCC Building Research Institute Co. Ltd., Beijing 100088, China

Received:2020-10-10 Revised:2020-11-20 Online:2020-12-30 Published:2021-07-15

摘要/Abstract

摘要： 为解决高原软岩隧道穿越富水地层关键难题,利用超前地质预报(TSP)等方法开展水害动态控制关键技术研究。首先,提出地下水高精度综合定量识别方法;然后,提出涌水量估算技术和涌水量动态监测的反坡排水及其优化技术,并结合敦格铁路长草沟隧道进行实例验证。研究结果表明:基于地震波、激发极化、地质雷达、瞬变电磁法的地下水高精度综合定量识别和涌水量估算技术,以及涌水量动态监测的反坡排水及其优化技术,可实现隧道施工期间的地下水动态风险管理;该技术可减少隧道施工风险,保证隧道施工安全,丰富隧道排水方法,同时,可保护隧址区的水源生态环境。

关键词: 高原不良地质, 软岩隧道, 超前地质预报(TSP), 涌水量, 反坡排水

Abstract: In order to solve the key problem of the soft rock tunnel passing through the water-rich stratum on the plateau, the key technology of dynamic control of water disaster was studied by TSP. Firstly, the high-precision comprehensive quantitative identification of groundwater was put forward. Then, the estimation technology of water inflow and the anti-slope drainage and its optimization technology of dynamic monitoring of water inflow were put forward, which were verified by an example of Changcaogou tunnel of Dunge railway. The research results show that the technology of high precision comprehensive quantitative identification and estimation of groundwater inflow based on seismic wave, induced polarization, ground penetrating radar and transient electromagnetic method, as well as the reverse slope drainage and its optimization technology of water inflow dynamic monitoring, it can realize the dynamic risk management of groundwater during the construction of extra-long tunnel. This technology can reduce the risk of tunnel construction, ensure the safety of tunnel construction, enrich the methods of tunnel drainage, and protect the water source ecological environment of the tunnel site.

Key words: bad geology of plateau, soft rock tunnel, tunnel seismic prediction(TSP), water inflow, reverse slope drainage

中图分类号:

X924.4

张向礼, 范飞, 李佳兴, 王英子. 高原不良地质铁路隧道水害动态控制技术[J]. 中国安全科学学报, 2020, 30(S1): 84-91.

ZHANG Xiangli, FAN Fei, LI Jiaxing, WANG Yingzi. Dynamic control technology of water disaster in railway tunnel with bad geology in plateau[J]. China Safety Science Journal, 2020, 30(S1): 84-91.

参考文献

[1] 李术才,许振浩,黄鑫,等,隧道突水突泥致灾构造分类、地质判识、孕灾模式与典型案例分析[J].岩石力学与工程学报,2018,37(5):1 041-1 069.
LI Shucai,XU Zhenhao,HUANG Xin,et al. Classification,geological identification,hazard mode and typical case studies of hazard-causing structures for water and mud inrush in tunnels[J].Chinese Journal of Rock Mechanics and Engineering,2018,37(5):1 041-1 069.
[2] LI Shucai, ZHOU Zongqing, LI Liping, et al. Comprehensive geophysical prediction and treatment measures of karst caves in deep buried tunnel[J]. Journal of Applied Geophysics, 2015, 116: 247-257.
[3] 李术才,刘斌,孙怀凤,等,隧道施工超前地质预报研究现状及发展趋势[J].岩石力学与工程学报,2014,33(6):1 090-1 113.
LI Shucai,LIU Bin,SUN Huaifeng,et al.State of art and trend of advanced geological prediction in tunnel construction[J].Chinese Journal of Rock Mechanics and Engineering,2014,33(6):1 090-1 113.
[4] 李术才,李树忱,张庆松,等,岩溶裂隙水与不良地质情况超前预报研究[J].岩石力学与工程学报,2007,26(2):217-225.
LI Shucai,LI Shuchen,ZHANG Qingsong,et al. Forecast of karst-fractured groundwater and defective geological conditions[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(2):217-225.
[5] 李术才,薛翊国,张庆松,等,高风险岩溶地区隧道施工地质灾害综合预报预警关键技术研究[J].岩石力学与工程学报,2008,27(7):1 297-1 307.
LI Shucai,XUE Yiguo,ZHANG Qingsong,et al.Key technology study on comprehensive prediction and early-warning of geological hazards during tunnel construction in high-risk karst areas[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(7):1 297-1 307.
[6] LI Shucai, ZHOU Zongqing, LI Liping, et al. A new quantitative method for risk assessment of geological disasters in underground engineering: attribute interval evaluation theory (AIET)[J]. Tunnelling and Underground Space Technology, 2016, 53: 128-139.
[7] LI Shucai, ZHOU Zongqing, LI Liping, et al. Riskassessment of water inrush in karst tunnels based on attribute synthetic evaluation system[J].Tunnelling and Underground Space Technology,2013,38:50-58.
[8] 李术才,周宗青,李利平,等,岩溶隧道突水风险评价理论与方法及工程应用[J].岩石力学与工程学报,2013,32(9):1 858-1 867.
LI Shucai,ZHOU Zonqging,LI Liping,et al.Risk evaluation theory and method of water inrush in karst tunnels and its applications[J].Chinese Journal of Rock Mechanics and Engineering,2013,32(9):1 858-1 867.
[9] 张庆艳,陈卫忠,袁敬强,等,断层破碎带突水突泥演化特征试验研究[J].岩石力学,2020,41(6):1 911-1 922,1 932.
ZHANG Qingyan, CHEN Weizhong, YUAN Jingqiang, et al. Experimental study on evolution characteristics of water and mud inrush in fault fractured zone[J]. Rock and Soil Mechanics, 2020, 41(6): 1 911-1 922, 1 932.
[10] LI Liping, LEI Ting, LI Shucai, et al. Dynamic riskassessment of water inrush in tunnelling and software development[J]. Geomechanics and Engineering, 2015,9(1): 57-81.
[11] ZHAO Yong, LI Pengfei, TIAN Siming. Prevention and treatment technologies of railway tunnel water inrush and mud gushing in China[J]. Joumnal of Rock Mechanics & Geotechnical Engineering, 2013, 5(6): 468-477.
[12] 周宗青,李利平,石少帅,等. 隧道突涌水机理与渗透破坏灾变过程模拟研究[J]. 岩土力学,2020(11):1-11.
ZHOU Zongqing,LI Liping,SHI Shaoshuai,et al. Mechanism of water inrush in tunnels and simulation study on seepage failure process[J]. Rock and Soil Mechanics,2020(11):1-11.
[13] 李志源,王维富,徐学存.岩溶隧道涌水来源及对地下水环境的影响[J].铁道建筑,2020,60(9):78-82.
LI Zhiyuan,WANG Weifu, XU Xuecun. Source of gushing water in karst tunnel and its influence on groundwater environment[J]. Railway Engineering,2020,60(9):78-82.
[14] 李建军,张国红,张品.高海拔米拉山公路隧道建设关键技术研究[J].地下空间与工程学报,2020,16(增1):170-177.
LI Jianjun,ZHANG Guohong,ZHANG Pin. Research on key technology of high altitude milashan highway tunnel construction[J]. Chinese Journal of Underground Space and Engineering,2020,16(S1):170-177.
[15] ZHAO Haijun,MA Fengshan,GUO Jie. Regularity and formation mechanism of large-scale abrupt karst collapse in southem China in the first half of 2010[J]. Natural Hazards, 2011, 60(3):1 037-1 054.
[16] HE Keqiang,YU Guangming,LU Yaoru. Palaeo-karst collapse pillars in northem China and their damage to the geological environments[J]. Environmental Geology, 2008, 58(5):1 029-1 040.
[17] LEI Shizhong. An analytical solution for steady flow into a ttonnel[J]. Ground Water,1999, 37(1):23-26.

高原不良地质铁路隧道水害动态控制技术

Dynamic control technology of water disaster in railway tunnel with bad geology in plateau

PDF

可视化

摘要/Abstract

引用本文

使用本文

参考文献

相关文章 4

编辑推荐

Metrics

本文评价

[1]	戴世伟, 刘鑫鑫, 万飞. 软岩隧道大变形事故致灾因素耦合分析^*[J]. 中国安全科学学报, 2021, 31(8): 119-124.
[2]	汪伟，罗周全，王益伟，管佳林. 基于混沌理论的矿井涌水量预测研究[J]. 中国安全科学学报, 2013, 23(4): 51-.
[3]	肖有才，张秀成，顾志民. 浅埋型矿井涌水量预测预报的灰色模型[J]. 中国安全科学学报, 2004, 14(5): 18-.
[4]	李兴高，刘维宁，张昀青. 隧道渗涌水量的随机模型预测[J]. 中国安全科学学报, 2002, 12(4): 60-.