水下浅埋公路隧道施作仰拱力学效应的现场试验研究

摘要
图/表
参考文献
相关文章 (15)

全文: PDF (865 KB) HTML ()
输出: BibTeX | EndNote (RIS)

摘要 Field measurements were performed by closely tracking the invert construction states of the Liuyanghe tunnel. Based on measurement data, the mechanical effect of the invert construction was analyzed for the shallow embedded underwater highway tunnel. The research results reveal that (1) to the different parts of the upper-arch, invert excavation causes the increase or decrease of local contact pressure between the initial lining and surrounding rock; (2) the closure of the whole initial lining layer can restrict the development of vault settlement and horizontal convergence of the upper-arch initial lining; (3) the steel frame stress at the invert bottom increases remarkably after digging out the temporary fill on the initial lining; (4) the water pressure behind the initial lining of the invert is increased after concrete pouring; (5) the invert concrete can share the surrounding rock pressure and can be used as safety reserve; and (6) it is reasonable that the distance between the end of the invert concrete and the invert excavation face ranges from 25 m to 35 m.

	服务

	把本文推荐给朋友
	加入我的书架
	加入引用管理器
	E-mail Alert
	RSS
	作者相关文章
	岳健
	冷伍明
	赵春彦

关键词 ： tunnel engineering, mechanical effect, field test, invert, underwater tunnel

Abstract：Field measurements were performed by closely tracking the invert construction states of the Liuyanghe tunnel. Based on measurement data, the mechanical effect of the invert construction was analyzed for the shallow embedded underwater highway tunnel. The research results reveal that (1) to the different parts of the upper-arch, invert excavation causes the increase or decrease of local contact pressure between the initial lining and surrounding rock; (2) the closure of the whole initial lining layer can restrict the development of vault settlement and horizontal convergence of the upper-arch initial lining; (3) the steel frame stress at the invert bottom increases remarkably after digging out the temporary fill on the initial lining; (4) the water pressure behind the initial lining of the invert is increased after concrete pouring; (5) the invert concrete can share the surrounding rock pressure and can be used as safety reserve; and (6) it is reasonable that the distance between the end of the invert concrete and the invert excavation face ranges from 25 m to 35 m.

Key words： tunnel engineering mechanical effect field test invert underwater tunnel

收稿日期: 2012-04-17

基金资助:Supported by the National Natural Science Foundation of China(No.50308029);and the Special Funded Project of the 4th Surveying and Design Institute of China Railways (No.2008TSK03B02)

通讯作者: YUE Jian, changshalaosan@163.com E-mail: changshalaosan@163.com

引用本文:

岳健, 冷伍明, 赵春彦. 水下浅埋公路隧道施作仰拱力学效应的现场试验研究[J]. Journal of Highway and Transportation Research and Development, 2013, 7(1): 65-74.
YUE Jian, LENG Wu-ming, ZHAO Chun-yan. Field Experimental Study on Mechanical Effect of Invert Construction for Shallow Embedded Underwater Highway Tunnel. Journal of Highway and Transportation Research and Development, 2013, 7(1): 65-74.

链接本文:

http://manu27.magtech.com.cn/Jwk_gljtkj_en/CN/ 或 http://manu27.magtech.com.cn/Jwk_gljtkj_en/CN/Y2013/V7/I1/65

[1] ZHOU Jiamei, GAO Bo, LI Zhiye. Study on Mechanical Characteristics of Precast Block of Inverted Arch for TBM Construction Tunnel[J]. Rock and Soil Mechanics, 2004, 25(12):1973-1980.(in Chinese)
[2] SHI Yaxin, WANG Mingnian. Field Test Study on Composite Construction of Tunnel Invert[J]. Journal of the China Railway Society, 2008, 30(1):70-74. (in Chinese)
[3] XIAO Mingqing. Key Design Points of Waterproof Compound Liner Tunnel[J]. Journal of Railway Engineering Society, 2008(8):54-57. (in Chinese)
[4] CHRISTIAN B, GUNNAR G, ASA F, et al. Drip Sealing of Tunnels in Hard Rock:A New Concept for the Design and Evaluation of Permeation Grouting[J]. Tunnelling and Underground Space Technology, 2010, 25(2):114-121.
[5] ZHANG Mingju, ZHANG Wenyu, DU Xiuli. Structure Internal Force Monitoring and Analysis for Subway Tunnels in the Function of Adjacent Bridge Pile[J]. Journal of Beijing University of Technology, 2008, 34(8):830-835. (in Chinese)
[6] WANG Mingnian, GUAN Baoshu. Force Analysis and Design Method Study on Tunnel Invert[C]//Proceedings of the 2nd Symposium of Rock Mechanics and Engineering of Chinese Youth. Beijing:Chinese Scientific Technology Press, 1993:81-88. (in Chinese)
[7] WANG Mingnian, GUAN Baoshu. Study on Time-space Effect of Tunnel Invert[C]//Proceedings of the 4th Symposium of Structural Engineering in China. Beijing:Qinghua University Press, 1995:1500-1505. (in Chinese)
[8] WANG Mingnian, WENG Hanmin, LI Zhiye. Study on the Mechanic Behaviour of Tunnel Invert[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(1):46-53. (in Chinese)
[9] QIU Wenge. Test Analysis of the Construction Time and the Longitudinal Diretion Effect of Tunnel Invert[J]. Journal of Southwest Jiaotong University, 1993(6):68-74. (in Chinese)
[10] ZHAO Zirong, LIU Yanqing. Experimental Study on Invert Function of Railway Tunnel with Weak Surrounding Rock[C]//Proceedings of the 8th Symposium of Tunnel and Underground Engineering of Chinese Civil Engineering Academy. Luoyang:Chinese Civil Engineering Academy, 1994:134-140. (in Chinese)
[11] ZHONG Zuliang, LIU Xinrong, YUAN Fei, et al. Effect of Excavation Length of Inverted Arch in One Step on Stability of Multi-arch Tunnels in Loess[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(3):462-466. (in Chinese)
[12] FORREST J A, HUNT H E M. A Three-dimensional Tunnel Model for Calculation of Train-induced Ground Vibration[J]. Journal of Sound and Vibration, 2006, 294(4):678-705.
[13] JIANG Shuping, ZHAO Yang. Study on Monitoring and Back Analysis for Road Tunnel with Complex Geology[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(20):3460-3464. (in Chinese)
[14] LIU Hui, LI Bo, PENG Chuan, et al. Analysis of Monitoring Underground Accessory Structure during Tunnel Excavation in Karst Area[J]. Journal of Highway and Transportation Research and Development, 2010, 27(4):105-109. (in Chinese)
[15] ZUO Changqun, CHEN Jianping. Application and Research of Stress-stain Monitoring of Central Division Wall in Double-arch Tunnel[J]. Journal of Highway and Transportation Research and Development, 2008, 25(6):99-103. (in Chinese)
[16] ZHAO Zhanchang. Study on Structure Characters of Loess Highway Tunnel[D]. Xi'an:Chang'an University, 2004. (in Chinese)
[17] CAI Laibing. Research on the Mechanical Behavior of Unsymmetrical Loading Twin-arched Tunnels Located on the Shallow Weak Rock Mass[D]. Shanghai:Tongji University, 2008. (in Chinese)
[18] WU Xiangsong. Research on Time-space Effect of Expressway Multi-arch Tunnel Construction and Its Three-dimension Staged Back Analysis[D]. Shanghai:Tongji University, 2007. (in Chinese)
[19] ZHU Hehua, LIU Xuezeng. Influence of Invert Arch Construction Sequences on Deformation and Internal Force of Tunnel Lining[C]//Proceedings of the 6th Rock Mechanics and Engineering Conference. Beijing:Science Press, 2000:675-678. (in Chinese)
[20] LI Dewu, GAO Feng, HAN Wenfeng. Study on Rational Structure of Railway Tunnel Bed under Dynamic Vibration Load[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(13):2292-2297. (in Chinese)
[21] CHEN Guihong. Influence of Invert Pattern on Tunnel Structure[J]. Highway, 2004(11):145-148. (in Chinese)