Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2014, Vol. 51 Issue (6) :154-159    DOI:
Article Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Countermeasures and Construction Technologies for Clearance Intrusion of the Primary Support in the Sujiawan Tunnel
(1 Construction Headquarters of the Fugu Coal Dedicated Railway Line, Fugu 719400; 2 China Railway Fifth Survey and Design Institute Group Co. Ltd., Beijing 102600）
Download: PDF (0KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract In light of the clearance intrusion of the primary support in the Sujiawan tunnel, this paper determines relevant parameters for controlling support deformation based on checking the support structure and secondary lining with MIDAS-GTS software and analyzing the geological conditions of the tunnel body. Reasonable countermeasures are proposed after the analysis of required construction technologies, including strengthening geological surveys of the top of the tunnel's central line, improving the drainage system, enhancing the support system with an increased reserved deformation allowance, and intensifying tunnel monitoring and measurements.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
DOU Ji-Ping-1
Chen-De-Jian-2
Keywords： Loess tunnel   Primary support   Clearance intrusion   Countermeasures   Construction technology     
Abstract： In light of the clearance intrusion of the primary support in the Sujiawan tunnel, this paper determines relevant parameters for controlling support deformation based on checking the support structure and secondary lining with MIDAS-GTS software and analyzing the geological conditions of the tunnel body. Reasonable countermeasures are proposed after the analysis of required construction technologies, including strengthening geological surveys of the top of the tunnel's central line, improving the drainage system, enhancing the support system with an increased reserved deformation allowance, and intensifying tunnel monitoring and measurements.
Keywords： Loess tunnel,   Primary support,   Clearance intrusion,   Countermeasures,   Construction technology     
published: 2013-11-27
Cite this article:   
DOU Ji-Ping-1, Chen-De-Jian-2 .Countermeasures and Construction Technologies for Clearance Intrusion of the Primary Support in the Sujiawan Tunnel[J]  MODERN TUNNELLING TECHNOLOGY, 2014,V51(6): 154-159
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2014/V51/I6/154
　
No references of article
[1] YANG Shaoyu1 WANG Xiaotian2 ZHANG Peiyuan1 LIU Shengchen1 LI Shuchen2 LI Luoning2.A Review of Spray-applied Waterproofing Membrane Technology for Drill-and-Blast Tunnels [J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 1-14
[2] CHENG Gaojun1 HE Lidong2 WANG Kui.Performance Analysis of Steel-concrete Composite Structures with Double-row Shear Studs under Large Eccentric Compression[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(3): 30-39
[3] LU Junfu1 LI Ming1 ZHAO Wanqiang2 CHEN Long3.Study on the Influence of Stirrups Confinement Range on Axial Compressive Behavior of Tunnel Steel-reinforced Concrete Structures[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(1): 250-258
[4] CHEN Zhimin1 WANG Hong1 GONG Jun2 LI Zengyin2 PENG Yi1.On Surrounding Rock Deformation Characteristics in a High Geostress Soft Rock Tunnel with Double-layer Initial Support[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(3): 85-95
[5] YU Yu QI Chun YANG Jianmin LUO Lusen.Progress and Prospect of Loess Tunnel Construction Technology[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(2): 80-89
[6] YAO Zhixiong1,2,3 LIU Mengfei1 WU Bo4 LIU Yaoxing1 CHEN Ximao5 ZHENG Guowen5 LUO Zhiyi1.Study on Stability and Initial Support Optimization of Multi-tunnel Based on Bearing Characteristics[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(1): 119-129
[7] WANG Yawei ZHAO Xiuwang ZHU Yi GUO Jianglong.Full-scale Experimental Study on Mechanical and Deformation Properties of Initial Support Structure of Horseshoe Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(1): 186-194
[8] SHAN Hongwei1 SUN Mao2 XIAN Jianping2 ZHU Li2 YU Haitao3.Mechanical Properties of Prefabricated Assembly Utility Tunnel Construction and Field Full-scale Test Study in the Process of Erection of Utility Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(6): 147-153
[9] LIANG Qingguo1 CHEN Kelin1 WANG Shang1 SHI Baodong1 ZHANG Tangjie2.Reflection on Several Issues in Scientific Research on Loess Tunnelling[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(4): 7-17
[10] WEI Zhiyuan1 FENG Jimeng2 YU Longping2.Study on the Mechanical Behavior of the the Double-layer Arch Cover Initial Support during the Construction of Subway Stations by Arch-cover Method[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(3): 265-274
[11] LAI Hongpeng1 WANG Bin1 LIU Yuyang2.A Calculation Method of Surrounding Rock Pressure of Shallow-buried Loess Tunnels under Considering Ground Cracking[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 95-101
[12] LI Dongshun.Comparison of Construction Schemes and Layout of Temporary Facilities for the Entrance/Exit Section of a Large-section Loess Tunnel on High and Steep Slope[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(2): 220-227
[13] GUAN Xiaojun.Preliminary Study on Internal Forces and Deformation Laws of the Initial Support of Railway Tunnels Passing through Various Strata in the Paleogully[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(1): 175-181
[14] CHEN Peishuai1,2 WANG Wei1,3 WU Zhongshi1,4 YUAN Qing1,4 JIANG Hong1,5 ZHAI Shihong1,5.Study on Deformation Characteristics and Control Measures of Shallow Large-span Loess tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(1): 203-211
[15] WU Yuzhe1 LI Guanpeng2 JIA Qiqi1 QI Hongyun1 LI Dewu2.Study on Characteristics and Sources of Crystal Components of Leakage Water in the Loess Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 154-159
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY