ISSN 2096-4498

   CN 44-1745/U

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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

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 highground stress soft rock tunnels. Relying on Muzhailing extralong 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 insitu test, site survey and indoor test. Then, the selfdeveloped highprestressed NPR anchor cable material is used, and a new comprehensive control system for largescale 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 realtime 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.

Cite this article

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

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

[J]. Tunnel Construction, 2020 , 40(S2) : 82 -92 . DOI: 10.3973/j.issn.2096-4498.2020.S2.011

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