香炉山隧洞不良地质段“L”型地面超前注浆方案研究

赵利鹏; 李坚; 雷啸天; 郭亚欣; 王廷超; 陶志刚

doi:10.3973/j.issn.2096-4498.2024.06.016

隧道建设 >

2024 , Vol. 44 >Issue 6: 1294 - 1304

DOI: https://doi.org/10.3973/j.issn.2096-4498.2024.06.016

施工技术

香炉山隧洞不良地质段“L”型地面超前注浆方案研究

赵利鹏 ,
李坚 ,
雷啸天 ,
郭亚欣 ,
王廷超 ,
陶志刚

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(1. 中国葛洲坝集团三峡建设工程有限公司，湖北宜昌 443000；2. 云南省滇中引水工程有限公司，云南昆明 650000；3. 中国矿业大学（北京）隧道工程灾变防控与智能建养全国重点实验室，北京 100083；4. 中国矿业大学(北京)力学与建筑工程学院，北京100083)

赵利鹏(1980—），男，云南曲靖人，2002年毕业于天津大学，水利水电建筑工程专业，本科，高级工程师，主要从事水利水电工程建设管理、地下工程施工技术研究工作。E-mail: 2114218258@qq.com。

网络出版日期: 2024-07-12

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L-Shaped Ground Advance Grouting Scheme in Bad Geological Section of Xianglushan Tunnel

ZHAO Lipeng ,
LI Jian ,
LEI Xiaotian ,
GUO Yaxin ,
WANG Tingchao ,
TAO Zhigang

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(1. China Gezhouba Group Three Gorges Construction Engineering Co., Ltd., Yichang 443000, Hubei, China; 2. Yunnan Dianzhong Water Diversion Engineering Co., Ltd., Kunming 650000, Yunnan, China; 3. State Key Laboratory for Tunnel Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China; 4. School of Mechanics and Civil Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China)

Online published: 2024-07-12

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摘要

为解决隧道（洞）建设过程中不良地质段突泥涌水和软岩大变形等问题，依托滇中引水工程香炉山隧洞，提出一种采用全孔长度超过500 m的地面“L”型定向钻孔注浆并辅以洞内超前注浆的加固方法，在实际工程中确定这一方法的具体设计方案。首先，通过现场地质调查与分析，揭示不良地质区段香炉山隧洞建设的技术难点；其次，介绍“L”型定向钻孔注浆的施工过程及注浆工艺；然后，设计出一种能够提高地层稳定性的“L”型地面超前注浆方案，并对地层进行加固；最后，采用掌子面揭示、注浆技术以及大地电磁检测等手段证明现场注浆效果。研究结果表明： 1）“Z1+Z2+Z4”钻场设计为最优地面超前注浆技术方案； 2）“L”型定向钻孔注浆辅以洞内超前注浆技术可满足盲区注浆区域覆盖问题，实现真正意义上的超前治理。

关键词： 深埋隧洞; 输水隧洞; 不良地质段; 突泥涌水; 软岩大变形; 地面“L”型定向钻孔注浆

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赵利鹏 , 李坚 , 雷啸天 , 郭亚欣 , 王廷超 , 陶志刚 . 香炉山隧洞不良地质段“L”型地面超前注浆方案研究[J]. 隧道建设, 2024 , 44(6) : 1294 -1304 . DOI: 10.3973/j.issn.2096-4498.2024.06.016

Abstract

Large mud and water gushing and soft rock deformation often occur in-tunnel sections with poor geology. Therefore, an L-shaped ground directional drilling and grouting with an entire hole length of over 500 m assisted by in-tunnel advance grouting is proposed for the construction of the Xianglushan tunnel of the Central Yunnan water-conveyance project. The specific design scheme of the proposed method is determined. First, the on-site geological survey results reveal the technical difficulties of the unfavorable geological sections of the Xianglushan tunnel. The construction process and grouting technology of the L-shaped directional drilling grouting are explained. Second, a ground reinforcement scheme for L-shaped ground advance grouting is designed to improve the stratum stability. Finally, the on-site grouting effect is illustrated by tunnel face revelation, grouting results, and magnetotelluric analysis. The results show that the Z1 + Z2 + Z4 drilling field design is the optimal ground advance grouting scheme, and the L-shaped directional drilling grouting assisted with advance in-tunnel grouting technology can cover the grouting area in the blind area, realizing advance reinforcement.

Key words： deep-buried tunnel; water-conveyance tunnel; bad geology section; mud and water gushing; soft rock large deformation; L-shaped ground directional drilling and grouting

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