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] .[J]. MODERN TUNNELLING TECHNOLOGY, 2018,55(5): 133-139
[2] WANG Keyi1 XU Dongqiang2 SUN Xiaoshan2.Study of the Invert Installation Issues for a Three-Lane Road Tunnel in Surrounding Rock of Grade Ⅲ1[J]. MODERN TUNNELLING TECHNOLOGY, 2018,55(2): 103-109
[3] LAI Jinxing1 QIU Junling1 NIU Fanyuan1,2 FAN Haobo1,4 WANG Ke1,3.The Effects of Treatment of Collapses in Shallow-Buried Loess Tunnels with Unsymmetrical Loading[J]. MODERN TUNNELLING TECHNOLOGY, 2017,54(2): 194-201
[4] FENG Qiang- 1 Liu-Wei-Wei- 1 Jiang-Bin-Song- 2.Study on the Temperature Field and Insulation Layer Thickness of the Yuximolegai Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2016,53(5): 78-84
[5] HAN Xian-Min- Sun-Ming-Lei- Zhu-Yong-Quan.Application of Combined Clapboard and Vent-Pipe Ventilation Techniques in the Construction of Extra-Long Tunnels on a Plateau[J]. MODERN TUNNELLING TECHNOLOGY, 2016,53(5): 208-215
[6] ZHENG Jia-Jia-1, Sa-Lei-2, Guo-Yong-Jian-3.Model Test Study of the Anchor Bolt Arrangement in a Loess Subway Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2014,51(6): 130-135
[7] YU Xing-Fu-1, Ren-Hui-2, Hu-Xiang-Dong-2. Analysis of the Disturbance to Surrounding Soils During Shield Driving for the Hangzhou Metro Line 1 Project [J]. MODERN TUNNELLING TECHNOLOGY, 2014,51(5): 168-173
[8] LIU Ji-Qiang-1, 2 , 欧Xue-Feng-3, Zhang-Xue-Min-3, Liang-Qing-Huai-1, Yang-Jun-Sheng-3, Liu-Xue-Qin-2.Study on Effects of Group Foundation Pits Excavation on Heaving/Settlement of Adjacent Metro Tunnel in Operation[J]. MODERN TUNNELLING TECHNOLOGY, 2014,51(4): 81-87
[9] GAO Bing-Li, REN Jian-Xi.Influence of Launching Shaft Construction on Surrounding Pipeline Deformation and a Control Technique[J]. MODERN TUNNELLING TECHNOLOGY, 2014,51(3): 193-199
[10] SUN Fu-Feng-1, LIU , TAO 2, LEI , GANG 3.Research on the Applicability of ADECO-RS in a Water-Rich Sand Stratum [J]. MODERN TUNNELLING TECHNOLOGY, 2014,51(1): 171-178
[11] WEI , Gang-1, Li, Gang-2, Su-Qin-Wei-2.Analysis of the Influence of Foundation Pit Construction on an Operating Metro Tunnel Based on Field Measurement [J]. MODERN TUNNELLING TECHNOLOGY, 2014,51(1): 179-185
[12] Li Jian1 Tan Zhongsheng2.On the Interaction Mechanism of the Primary Support and Rock Mass
in a Loess Tunnel with a Large Section
[J]. MODERN TUNNELLING TECHNOLOGY, 2013,50(3): 79-86
[13] ZHONG Chang-Ping-1,2,ZHOU Cui-Ying-1,XIE Xiao-Bing-2,ZHU Wei-Bin-3.Study of the Deformation Control of the Primary Support Structure of a Mined Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2012,49(4): 26-31
[14] SUN Shao-Feng.Construction Technique for the Gujiping Tunnel Portal Section in Shallow-Buried Loess[J]. MODERN TUNNELLING TECHNOLOGY, 2012,49(4): 83-88
[15] LI Gang, ZHAO Long-Tao.Construction of Majiapo Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2012,49(4): 147-151
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY