高地应力软岩隧道围岩大变形NPR锚索控制方法研究

陶志刚; 任树林; 王丰年; 乔亚飞; 唐绍武; 何满潮

doi:10.3973/j.issn.2096-4498.2020.S2.011

隧道建设 >

2020 , Vol. 40 >Issue S2: 82 - 92

DOI: https://doi.org/10.3973/j.issn.2096-4498.2020.S2.011

研究与探索

高地应力软岩隧道围岩大变形NPR锚索控制方法研究

陶志刚 ,
任树林 ,
王丰年 ,
乔亚飞 ,
唐绍武 ,
何满潮

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（1. 深部岩土力学与地下工程国家重点实验室, 北京 100083; 2.中国矿业大学（北京）力学与建筑工程学院, 北京 100083； 3. 同济大学岩土及地下工程教育部重点实验室, 上海 200092; 4. 同济大学土木工程学院地下建筑与工程系，上海 200092； 5. 中铁隧道集团二处有限公司，河北三河 065201）

网络出版日期: 2021-03-22

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Research on NPR Anchor Cable Support Scheme for Large Deformation of Surrounding Rock in HighGround Stress Soft Rock Tunnel

TAO Zhigang ,
REN Shulin ,
WANG Fengnian ,
QIAO Yafei ,
TANG Shaowu ,
HE Manchao

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1.State Key Laboratory for Geomechanics and Deep Underground Engineering,Beijing 100083,China;2.School of Mechanics and Civil Engineering,China University of Mining and Technology,Beijing 100083,China;3.Key Laboratory of Geotechnical and Underground Engineering(Tongji University),Ministry of Education,Shanghai 200092,China;4.Department of Geotechnical Engineering,College of Civil Engineering,Tongji University,Shanghai 200092,China;5. The 2nd Engineering Co., Ltd. of China Railway Tunnel Group,Sanhe 065201,Hebei,China

Online published: 2021-03-22

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摘要

为解决高地应力软岩隧道建设过程中支护结构破坏、围岩大变形等问题,依托地处炭质板岩地层，具有地质构造复杂、断层发育、埋深大、地应力极高等特点的木寨岭特长公路隧道工程，对隧道围岩NPR锚索支护方案进行研究。首先，采用原位试验、现场勘察和室内试验方法，对其地质条件及破坏成因进行分析；然后，利用自主研发的高预紧力恒阻大变形锚索（NPR锚索）材料，设计出一种能够控制公路隧道围岩大变形的NPR锚索综合控制体系；最后，使用该控制体系在现场进行工业性试验，通过对NPR锚索加固区的围岩变形量、钢拱架应力和NPR锚索受力进行实时监测，分析NPR锚索支护方案的围岩控制效果。试验结果表明：采用NPR锚索“非对称布设和长-短锚索组合搭配”的综合控制体系，能有效控制隧道围岩初期支护大变形难题，最大变形量从2 936 mm控制到240 mm以内，消除了初期支护侵限、开裂等破坏隐患，控制效果显著。

关键词： 软岩隧道; 支护设计; 恒阻大变形锚索（NPR锚索）; 围岩变形机制; 高地应力; 炭质板岩

本文引用格式

陶志刚 , 任树林 , 王丰年 , 乔亚飞 , 唐绍武 , 何满潮 . 高地应力软岩隧道围岩大变形NPR锚索控制方法研究[J]. 隧道建设, 2020 , 40(S2) : 82 -92 . DOI: 10.3973/j.issn.2096-4498.2020.S2.011

Abstract

It is urgent to solve the problems, i.e. damage of support structure, large deformation of surrounding rock etc.〖ＫＧ－３〗, in the construction of highground stress soft rock tunnels. Relying on Muzhailing extralong highway tunnel project which is located in carbonaceous slate stratum with the characteristics of complex geological structure, fault developed, large burial depth, and extremely high ground stress,a support scheme for large deformation of surrounding rock is studied. Firstly, the failure mechanism is analyzed by insitu test, site survey and indoor test. Then, the selfdeveloped highprestressed NPR anchor cable material is used, and a new comprehensive control system for largescale deformation disasters in the surrounding rock of highway tunnels is proposed. Finally, the control system is used to conduct industrial tests on site, and through realtime monitoring of the deformation of surrounding rock, steel arch stress and NPR anchor cable stress, the control mechanism of the NPR anchor cable is revealed. The results show that the large deformation problem can be effectively controlled by the comprehensive control system of "asymmetrical arrangement and combination of long and short anchor cables" with NPR anchor cable. The maximum deformation decreases from 2 936 to less than 240 mm and damages of primary support, i.e. invasion, cracking, etc,. are eliminated.

Key words： soft rock tunnel; support design；anchor cable with negative poisson′s ratio(NPR anchor cable); surrounding rock deformation mechanism; high ground stress; carbonaceous slate

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