Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2012, Vol. 49 Issue (3) :83-86    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Study of the Force Upon the Primary Support of a Loess Tunnel  for a High-Speed Railway
1 China Railway No. 19th Engineering Group Ltd., Beijing 100176 2 Engineering Research Center of the Education Department of Tunneling & Underground Works of Beijing, Jiaotong University, Beijing 100044
Download: PDF (0KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract The rational design of a supporting structure is key to the design of loess tunnels with large sections. Based on a specific loess tunnel, this paper analyzes the support structure, force upon the surrounding rock, and mechanical behavior variation at different stages of support of the loess tunnel. A rational suggestion for timing the selection of primary support is given with a focus on controlled rock deformation. This paper summarizes the law of force upon the primary support of loess tunnels and comes to the following conclusions: the loess features rheological properties and the additional load induced by the rock due to this is mainly born by the support structure; and the force acting upon the support structure is asymmetrical and should be taken into consideration in the design.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
CAO Hui-1
WANG Qi-2
YANG Jian-Guo-3
4
LUO Dai-Song-3
Keywords:   
Abstract: The rational design of a supporting structure is key to the design of loess tunnels with large sections. Based on a specific loess tunnel, this paper analyzes the support structure, force upon the surrounding rock, and mechanical behavior variation at different stages of support of the loess tunnel. A rational suggestion for timing the selection of primary support is given with a focus on controlled rock deformation. This paper summarizes the law of force upon the primary support of loess tunnels and comes to the following conclusions: the loess features rheological properties and the additional load induced by the rock due to this is mainly born by the support structure; and the force acting upon the support structure is asymmetrical and should be taken into consideration in the design.
Keywords:   
Cite this article:   
CAO Hui-1, WANG Qi-2, YANG Jian-Guo-3 etc .Study of the Force Upon the Primary Support of a Loess Tunnel  for a High-Speed Railway[J]  MODERN TUNNELLING TECHNOLOGY, 2012,V49(3): 83-86
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2012/V49/I3/83
 
No references of article
[1] ZHANG Xinyang1,2 SHEN Yusheng1,2 CHANG Mingyu1,2 LIU Tong1,2 SUN Tianshe3, 4 HU Shuai3, 4.Study on the Control Law of Surface Deformation in Shield Tunnels in Mudstone Strata with the Clay Shock Construction Method[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(2): 283-290
[2] CHEN Wang1 PENG Yanfeng1 LIU Weizheng2 ZHANG Siyu2 CHEN Changhui1.Analysis of the Impact of the Three Pipe Jacking Over-crossing Construction on Existing Tunnel and Surface Deformation[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(1): 170-182
[3] XUE Qingsong.Deformation Distribution Characteristics and Control Measures of Large-section Rectangular Pipe Jacking Over-crossing Metro Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(6): 148-161
[4] WANG Shengtao1 ZHANG Junru2 PENG Bo1 YAN Bo3.Research on Treatment Technology for Arch Bridge-tunnel Integrated Structure Spanning a Large Karst Cave Section[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(5): 263-273
[5] HUAN Yuxiang1 TIAN Liyong2 YANG Wenbo1 LI Haoyu1 LIU Yong3 TANG Hao3 YAO Chaofan1.Study on Mechanical Behavior and Spatio-Temporal Deformation during Support Replacement in Soft Rock Large Deformation Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(3): 96-107
[6] CHEN Yifan1 HUANG Shuhua2 SHEN Xiang1, 3, 4 SHENG Jian2 CHEN Xiangsheng1, 3, 4 ZHANG Liang2.Analysis on the Vibration Influence on Upper Buildings Induced by Cutting of Pile Group by Extra-large-diameter Shield in Dense Urban Areas[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(3): 266-275
[7] WEI Chuanwen1 WANG Xianglong1 YANG Xuxu2 ZHAO Yudi1 SHAO Xing3 MAN Xinjie1ZHANG Changan3 ZHOU Yangyang1 ZHANG Zuoshun2.Study on Roof Caving Mechanism and Support Scheme Optimization of Tunnels in Thin-bedded Rock Mass[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(1): 252-259
[8] TIAN Baohua1 ZHAO Yongming1 WU Xingzhou1 ZHANG Biao1,2 GAO Song1.Study on Large Deformation Control Method and Structural Mechanical Characteristics of Shanyang Tunnel in Soft Rocks[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(3): 242-251
[9] YAN Bo1 ZHANG Junru2 ZHANG Xinjin1 PENG Lei1 Ning Bo1.A Study on the Stability of Surrounding Rocks in Construction of Undercrossing Tunnels with Super-large Section Based on Radial Displacement Release Rate of Surrounding Rocks[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(2): 115-124
[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] WANG Huaizheng1 SONG Zhanping1,2 ZHANG Xuewen3 TIAN Xiaoxu1,2 PAN Hongwei4.Optimization and Application of the Construction Scheme for Large-section Tunnels in Water-rich and Weakly Cemented Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(2): 210-219
[12] ZHOU Wendi1,2 LIANG Qingguo1,2 ZHANG Jindong3.Analysis of the Deformation and Structural Stress of a Metro Station Constructed by Pile-Beam-Arch Method[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 121-128
[13] PAN Weiqiang1 JIAO Bochang2 LIU Xian2 ZENG Hua3 JI Maojie3.Field Test Research on the Contact Pressure and Stress Characteristics of Jacked Steel Pipes with Deep-buried Depth and Large-section[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 104-113
[14] LI Pengfei1 HUANG Jingluo1,2 CHEN Keyi1 TONG Lei2.Statistical Analysis on Temporal and Spatial Characteristics of the Axial Force of Anchor Bolts in Tunnelling[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 227-236
[15] QIU Wenge WAN Shifu GAO Ganggang ZHAO Hailin QI Xingxin.tudy on the Control Measures against Ground Settlement Induced by Shield Tunnel Construction underneath Railway Throat in Sandy Cobble Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 37-45
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY