|
|
Discussion on the Application of Yielding Supporting Technology for Large Deformation of Soft Rock Tunnel |
WANG Bo1,3, WANG Jie1, WU De-xing4, XU Jian-qiang2, ZHAO Yu-dong1 |
1. Key Laboratory of Transportation Tunnel Engineering of MOE, Southwest Jiaotong University, Chengdu Sichuan 610031, China;
2. Zhejiang Provincial Pumped Storage Engineering Center, Hangzhou Zhejiang 310014, China;
3. Hangzhou Fengqiang Civil Engineering Research Institute, Hangzhou Zhejiang 310008, China;
4. Zhejiang Provincial Institute of Communications Planning, Design & Research, Hangzhou Zhejiang 310006, China |
|
|
Abstract A new method to apply traffic tunnel with large deformation of soft rock is produced based on the research and development of a new yielding anchor, and on the successful application of large deformation tunnel to a coal mine system. Moreover, this new method should adopt the basic principle of "timely support, strong support, and yieldable support" to maintain a certain supporting resistance to preserve the stability of surrounding rocks and somehow allow displacement for the support system. Therefore, the support system functions include supporting, yielding, and unloading. A yielding support system can then be designed according to the basic principle, comprising parts such as yielding anchor, sprayed concrete, pressure controller, and arch frame. Combinations of the yielding system components and key technical problems for future resolution are proposed by discussing the basic yielding anchor mechanism, and analyzing the components of the system and these problems. The main technical problems include deformation coordination and yielding support system stability; determining the relationship and amount of free surrounding rock deformation; surrounding rock and support joint deformations, and constant resistance yielding; setting the initial yielding load scientifically; and maintenance of the constant resistance characteristic of the components. Meanwhile, field test research on the yielding support system should be combined with a suitable project background to further verify the suitability and reliability of the system.
|
Received: 20 January 2015
|
Fund:Supported by the National Natural Science foundation of China (No.51378434,No.51578456); the National Natural Foundation of high-speed railway (No.U1134208) |
|
|
|
[1] LI Guo-liang,ZHU Yong-quan.Control Technology for Large Deformation of Highland Stressed Weak Rock in Wushaoling Tunnel[J]. Journal of Railway Engineering Society,2008,114(3):54-59. (in Chinese)
[2] LIU Gao,ZHANG Fan-yu,LI Xin-zhao,et al. Research on Large Deformation and Its Mechanism of Muzhailing Tunnel[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(S2):5521-5526. (in Chinese)
[3] LI Yong-lin,FENG Xue-gang,JIANG Yun,et al. Large Deformations Encountered in the Surrounding Rocks of Tunnels and Their Prediction[J]. Modern Tunnelling Technology,2005,42(5):49-54,62. (in Chinese)
[4] WANG Bo,LI Tian-bin,HE Chuan,et al. Analysis of Failure Properties and Formatting Mechanism of Soft Rock Tunnel in Meizoseismal Areas[J]. Chinese Journal of Rock Mechanics and Engineering, 2012,31(5):928-936. (in Chinese)
[5] ZHAO Yong. Study on Deformation Mechanism and Control Technology of Tunnel Weak Rock Surrounding Roak[D]. Beijing:Beijing Jiaotong University, 2012.(in Chinese)
[6] SUN Jun. Design Theory and Practice of Underground Engineering[M]. Shanghai:Shanghai Science and Technology Press,1995.(in Chinese)
[7] DU Wei. Study on Stabilization and Construction Method for Highway Tunnel in Shatter Rock[D]. Chengdu:Southwest Jiaotong University,2012. (in Chinese)
[8] LEI Min. Study on Support Structure of Highway Tunnel in Soft Surrounding Rock[D]. Chengdu:Southwest Jiaotong University,2012. (in Chinese)
[9] TIAN Wei. Application of Three-step Seven-step Method in Railway Shallow Buried Tunnel in The Soft Rock[J]. Railway Construction Technology,2011(9):107-110.(in Chinese)
[10] DONG Shu-lian,HUANG Ming-qi,FENG Chuan-dong. Discussion on New Tunnel Excavation Method Used in Soft Ground[J]. Tunne1 Construction,2009,4(2):157-161. (in Chinese)
[11] XU Yong,LIU Zhong-ren,WANG Wei-gao,et al. Comparison and Contrast among Different Construction Methods for Double-track Railway Tunnels in Soft Ground[J]. Tunne1 Construction,2010,4(2):134-136. (in Chinese)
[12] GUAN Bao-shu,ZHAO Yong. Construction Technique of Soft Rock Tunnel[M]. Beijing:China Communications Press,2010. (in Chinese)
[13] ZHOU Yi,HE Chuan,WANG Bo,et al. Research on Deformation Control Technology for Tunnels in Soft Rocks and Meizoseismic Area Based on Supporting Parameters Optimization[J]. Rock and Soil Mechanics,2013,34(4):1147-1155. (in Chinese)
[14] ZHOU Yi,HE Chuan,ZHOU Yu-lin,et al. Experimental Study of Comparison and Optimization of Tunneling Schemes in Crushing Phyllite[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(3):537-548.(in Chinese)
[15] GANTIENI L,ANAGNOSTON G. The Interaction between Yielding Supports and Squeezing Ground[J]. Tunnelling and Underground Space Technology,2009, 24(3):309-322.
[16] ANAGNOSTON G,GANTIENI L. Design and Analysis of Yielding Supports in Squeezing Ground[C]//11th Congress of the International Society for Rock Mechanics. Lisbon:ISRM,2007:9-13.
[17] WANG Jian-yu,HU Yuan-fang,LIU Zhi-qiang. Tunnelling in Squeezing Ground with Yielding Supports[J]. Modern Tunnelling Technology,2012,49(3):9-17. (in Chinese)
[18] YANG Feng. Research on Deformation and Failure Character and Yielding Support Mechanism of High Stress Soft Rock Tunnel[D]. Xuzhou:China University of Mining & Technology, 2009. (in Chinese)
[19] HE Man-chao,FENG Ji-li,CHEN Xin. Prevention and Treatment Methods of Large Deformation and Collapse of Soft Rock Tunnel:China,CN101906977A[P]. 2010-12-08.(in Chinese)
[20] SA He-nuo. A New Type Yielding Bolt[J]. Zhongzhou Coal,1987(5):42-43. (in Chinese)
[21] LIAN Chuan-jie,XU Wei-ya,WANG Zhi-hua. Analysis of Deformation Characteristic and Supporting Mechanism of a New-typed Yielding Anchor Bolt[J]. Journal of Disaster Prevention and Mitigation Engineering, 2008,28(2):242-247.(in Chinese) |
[1] |
TAN Yi-zhong, LIU Yuan-xue, CAI Shou-jun, WANG Pei-yong, CHEN Yu-long. Optimization Construction Scheme of Single-sided Shallow Tunnel Enlarging[J]. Journal of Highway and Transportation Research and Development, 2019, 13(2): 45-55. |
[2] |
YANG Xiang-ru. High Temperature Performance of Lining Concrete for Subsea Tunnel[J]. Journal of Highway and Transportation Research and Development, 2018, 12(3): 53-59. |
[3] |
XIAO Da-hai, XIE Quan-min, YANG Wen-dong. Application of Integrated Forecasting Model Based on Multi-variables in Tunnel Vault Settlement[J]. Journal of Highway and Transportation Research and Development, 2018, 12(3): 46-52. |
[4] |
LUO Fu-jun, ZHOU Xiao-jun, WANG Yuan, ZHANG Fu-lin. Experimental Study on Rockfall Impact Force Applied to Frame Shed Tunnels[J]. Journal of Highway and Transportation Research and Development, 2018, 12(2): 59-66. |
[5] |
XIAO Wang, GUO Quan-yuan, SU Yong-hua. Anchorage Mechanical Effects of Tunnel Surrounding Rock by Considering Post-peak Characteristics[J]. Journal of Highway and Transportation Research and Development, 2017, 11(1): 49-58. |
[6] |
SHI Xiao-hua, DU Zhi-gang, ZHOU Li-ping, LI Ping-fan. Optimization of Deceleration Markings of Visual Illusion in a Highway Tunnel[J]. Journal of Highway and Transportation Research and Development, 2016, 10(4): 63-70. |
|
|
|
|