[1]罗远煜.复杂环境隧道穿越强富水地层施工技术研究[J].高速铁路技术,2023,14(06):106-110.[doi:10.12098/j.issn.1674-8247.2023.06.020]
　LUO Yuanyu.A Study on Construction Technology of Tunnel Crossing Strong Water-rich Stratum in the Complex Environment[J].HIGH SPEED RAILWAY TECHNOLOGY,2023,14(06):106-110.[doi:10.12098/j.issn.1674-8247.2023.06.020]
点击复制

复杂环境隧道穿越强富水地层施工技术研究()
分享到：

《高速铁路技术》[ISSN:1674-8247/CN:51-1730/U]

卷:
14卷
期数:
2023年06期
页码:
106-110
栏目:
施工技术
出版日期:
2023-12-30

文章信息/Info

Title:
A Study on Construction Technology of Tunnel Crossing Strong Water-rich Stratum in the Complex Environment
文章编号:
1674-8247（2023）06-0106-05
作者:
罗远煜
中铁十六局集团第四工程有限公司，北京101400
Author(s):
LUO Yuanyu
The Fourth Engineering Co. ，Ltd. ，of China Railway 16th Bureau Group Corporation Limited ，Beijing 101400 ， China
关键词:
富水; 施工安全; 超前引水; 开挖; 围岩变形
Keywords:
water-rich; construction safety; advanced diversion; excavation; surrounding rock deformation
分类号:
U455.4
DOI:
10.12098/j.issn.1674-8247.2023.06.020
文献标志码:
A
摘要:
太锡铁路和平隧道穿越断层破碎带，岩性接触带岩体破碎，侵入构造、断裂构造发育，围岩稳定性极差，且为强富水带，极易发生涌水突泥，施工安全风险高。为保证开挖进度和施工安全，穿越富水地层施工时，采用隧道地震勘探TSP及地质雷达等技术超前分析隧道围岩情况，为掌子面开挖提供技术及安全指导，采取超前引水措施，克服出水量大以及长斜井反坡排水等施工难题，实现洞内无水作业。穿越强富水地层隧道施工采用三台阶七步开挖法，该技术运用超前、径向堵水技术，有效地控制了围岩变形施工难题，为今后富水地段隧道施工提供了借鉴。
Abstract:
Heping Tunnel of Taizicheng-Xilinhot Railway passes through the fault fracture zone. The rock mass in the lithological contact zone is broken，and the intrusive structure and fault structure are developed. The rock has extremely poor stability，and it is a strong water-rich zone，which is prone to water gushing and mud bursts，so the construction safety risk is high. To ensure excavation progress and construction safety while crossing water-rich strata，tunnel seismic exploration techniques such as TSP and geological radar were used to analyze the surrounding rock conditions in advance. This provided technical and safety guidance for tunnel face excavation and allowed for advanced diversion measures to be taken. These measures helped overcome construction difficulties，including dealing with large water yields and reverse slope drainage of long inclined shafts，and enabled waterless operations within the tunnel. The three-bench seven-step excavation method was adopted for the construction of tunnels crossing strong water-rich strata. This technology includes advanced and radial water plugging to effectively control the deformation of surrounding rock，which provides a reference for future tunnel construction in water-rich sections.

参考文献/References:

［1］ 朱建国. 泥砂岩富水隧道基岩裂隙水治理关键技术研究与应用［J］. 现代隧道技术，2020，57（S1）：1140-1146.ZHU Jianguo. Key Technologies for Treatment of Bedrock Fissure Water in Muddy Sandstone Water Rich Tunnel Research and Application［J］. Modern Tunnelling Technology，2020，57（S1）：1140-1146.
［2］ 董晋. 复杂地质富水隧道综合超前地质预报技术研究［J］. 工程地球物理学报，2021，18（5）：634-641. DONG Jin. Application of Comprehensive Advanced Geological Prediction in Advanced Detection of Water-bearing Geological Structures in Complex Tunnels［J］. Chinese Journal of Engineering Geophysics，2021，18（5）：634-641.
［3］ 邓勇. 山岭铁路隧道施工地下水灾害及治理技术［J］. 高速铁路技术，2019，10（6）：77-81. DENG Yong. Groundwater Disaster and Control Technology in the Construction of Mountain Railway Tunnel［J］. High Speed Railway Technology，2019，10（6）：77-81.
［4］ 张付军，胡俊，段宇，等. 某富水断层隧道涌水治理方案优化分析及工程应用［J］. 现代隧道技术，2022，59（2）：122-131. ZHANG Fujun，HU Jun，DUAN Yu，et al. Optimization and Application of the Treatment Schemes for Water Inrush in a Water-rich Tunnel in Fault Zones［J］. Modern Tunnelling Technology， 2022，59（2）：122-131.
［5］ 吴少伟，熊俊杰. 山岭隧道富水段施工排水技术［J］. 建筑技术开发，2022，49（1）：57-60. WU Shaowei，XIONG Junjie. Construction Drainage Technology of Rich Water Section in Mountain Tunnel［J］. Building Technique Development，2022，49（1）：57-60.
［6］ 李善明，朱志敬，马全武，等. 富水裂隙岩体注浆工艺及参数现场试验研究［J］. 建井技术，2022，43（2）：46-52，32. LI Shanming，ZHU Zhijing，MA Quanwu，et al. Research and Site Trial on Grouting Technological Parameters of Watery Cracked Rock Masses［J］. Mine Construction Technology，2022，43（2）：46-52，32.
［7］ 崔光耀，朱建伟，姜冲，等. 富水岩溶大断面铁路隧道超前支护加固方案研究［J］. 高速铁路技术，2020，11（1）：27-31. CUI Guangyao，ZHU Jianwei，JIANG Chong，et al. Study on Reinforcement Scheme of Advanced Support for Large Cross-section Railway Tunnel with Water-rich Karst［J］. High Speed Railway Technology，2020，11（1）：27-31.
［8］ 王琳，杨林，袁青，等. 浅埋富水隧道施工大变形原因分析与应对措施［J］. 人民长江，2022，53（5）：162-167. WANG Lin，YANG Lin，YUAN Qing，et al. Cause Analysis and Countermeasures of Large Deformation Induced by Shallow-buried Tunnel Construction under Water-rich Condition［J］. Yangtze River，2022，53（5）：162-167.
［9］ 马栋，闫肃，王武现. 赣深高铁龙南隧道大型富水断层破碎带施工技术［J］. 隧道建设（中英文），2020（11）：1634-1641. MA Dong，YAN Su，WANG Wuxian. Construction Technology of Large-scale Water-rich Fault and Fractured Zone in Longnan Tunnel on Jiangxi-Shenzhen High-speed Railway［J］. Tunnel Construction， 2020（11）：1634-1641.

相似文献/References:

[1]孟翔鹏,刘彦龙,潘红伟,等.富水粉细砂隧道失稳破坏特征分析及增稳固结技术研究[J].高速铁路技术,2024,15(02):91.[doi:10.12098/j.issn.1674-8247.2024.02.017]
　MENG Xiangpeng,LIU Yanlong,PAN Hongwei,et al.Analysis of Tunnel Instability and Damage Characteristics in Water-rich Silty Fine Sand Formations and Research on Stabilization and Consolidation Techniques[J].HIGH SPEED RAILWAY TECHNOLOGY,2024,15(06):91.[doi:10.12098/j.issn.1674-8247.2024.02.017]

备注/Memo

备注/Memo:
收稿日期：2022-07-08
作者简介：罗远煜（1990-），男，工程师。
更新日期/Last Update: 2023-12-30