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Research on the Scheme of Line Position and Engineering Countermeasures of Tunnel in High Altitude and Complex Strata |
DUAN Rongcheng |
China Railway First Survey and Design Institute Group Co. Ltd, Xi'an, Shaanxi 710043, China |
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Abstract Research purposes: In recent years, the attention has been paid on the problem of complex strata during the process of railway construction in Western China. The widely distributed Triassic slate and Neogene sandstone strata greatly increase the difficulty of tunnel construction. Based on the newly-built Ganqing tunnel of Xining-Chengdu railway as an example, the scheme of line position and engineering countermeasures of super long tunnel in high-altitude complex stratum were studied, and the stratigraphic distribution model of Guashize basin was built based on detailed geological exploration. Research conclusions: (1) According to geological conditions and similar engineering experience, the principle of site selection is proposed. In this study, the advanvement and disadvancement of different schemes are analyzed and compared in many aspects, i.e., construction difficulty and risk, auxiliary tunnel setting conditions, line setting conditions and project investment, results indicate the bypass scheme is best. (2) Combined with the difficulties in engineering construction, the key engineering problems such as tunnel construction scheme, construction scheme, tunnel structure design in high ground stress and large deformation stratum are studied respectively, and the corresponding engineering countermeasures are proposed. (3) The research results can provide reference for the railway tunnel survey and design in similar complex strata.
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Received: 06 December 2021
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[1] |
王建军.兰渝铁路三叠系板岩隧道变形机理与围岩分级预报探究[J].现代隧道技术,2013(2):79-83.Wang Jianjun. The Deformation Mechanism of a Tunnel in Triassic Slate and Forecasting Surrounding Rock Classifications[J].Modern Tunnelling Technology,2013(2):79-83.
|
[2] |
刘国庆.高地应力软岩大变形隧道二次衬砌施做时机研究[J].现代隧道技术,2013(2):84-93.Liu Guoqing. On the Construction Time of a Secondary Lining for a Tunnel with Large Deformationin Soft Rock with High Ground Stress[J].Modern Tunnelling Technology,2013(2):84-93.
|
[3] |
刘高,魏蒙恩,谢裕江,等.甘肃新近系疏松砂岩成因[J].地质论评,2015(1):139-148.Liu Gao, Wei Mengen, Xie Yujiang, etc. Genetic Analysis of the Neogene Unconsolidated Sandstone in Gansu, Northwest China[J].Geological Review,2015(1):139-148.
|
[4] |
冷雅梅.胡麻岭隧道第三系富水低渗透性粉细砂地层施工方法和工程措施探讨[J].现代隧道技术,2013(2):158-163.Leng Yamei. On Construction Methods and Measures for the Humaling Tunnel in Water-Rich Tertiary Silty Fine Sand with Low Permeability[J].Modern Tunnelling Technology,2013(2):158-163.
|
[5] |
靳宝成.西宁至成都铁路甘青隧道TBM施工方案研究[J].铁道标准设计,2020(3):107-111. Jin Baocheng. Research on TBM Construction Scheme of Ganqing Tunnel on Xining-Chengdu Railway[J].Railway Standard Design, 2020(3):107-111.
|
[6] |
李国良,李宁,丁彦杰.高地应力软岩大变形隧道防控关键技术研究[J].中国铁路,2020(12):69-73.Li Guoliang, Li Ning, Ding Yanjie. Research on Key Prevention and Control Technologies for Large-Deformation High Geostress Soft Rock Tunnel[J].China Railway,2020(12):69-73.
|
[7] |
李国良,刘志春.挤压性围岩隧道设计方法研究[J].铁道工程学报, 2020(12):77-82.Li Guoliang, Liu Zhichun. Research on the Design Method of Squeezed Surrounding Rock Tunnel[J]. Journal of Railway Engineering Society, 2020(12):77-82.
|
[8] |
李国良,李宁.挤压性围岩隧道若干基本问题探讨[J].现代隧道技术, 2018(1):1-6.Li Guoliang, Li Ning. Discussion of Tunnelling in Squeezed Surrounding Rock[J].Modern Tunnelling Technology, 2018(1):1-6.
|
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