STUDY ON JOINT BENDING STIFFNESS AND INFLUENCING FACTORS OF METRO SHIELD TUNNELING LINING

Zhou Haiying; Chen Tingguo; Li Lixin

doi:10.13204/j.gyjz201007016

Volume 40 Issue 7

Dec. 2014

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Zhou Haiying, Chen Tingguo, Li Lixin. STUDY ON JOINT BENDING STIFFNESS AND INFLUENCING FACTORS OF METRO SHIELD TUNNELING LINING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 59-61,122. doi: 10.13204/j.gyjz201007016

Citation:

Zhou Haiying, Chen Tingguo, Li Lixin. STUDY ON JOINT BENDING STIFFNESS AND INFLUENCING FACTORS OF METRO SHIELD TUNNELING LINING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 59-61,122. doi: 10.13204/j.gyjz201007016

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STUDY ON JOINT BENDING STIFFNESS AND INFLUENCING FACTORS OF METRO SHIELD TUNNELING LINING

doi: 10.13204/j.gyjz201007016

1.
1. Faculty of Infrastructure Engineering,Dalian University of Technology,Dalian 116023,China;
2.
2. School of Civil Engineering,Shenyang Jianzhu University,Shenyang 110168,China

Received Date: 2010-02-05
Publish Date: 2010-07-20

Abstract

Abstract

Based on joint load test of lining segment, the change regularity of the different factors influencing the bending stiffness of a longitudinal joint was studied, and then the calculation formula for the bending stiffness of longitudinal joint was deduced. The results indicate that the different factors have great effect on the bending stiffness of longitudinal joint when the axial force is relatively small, and they have limited effect on the bending stiffness of longitudinal joint when the axial force is up to a certain level relatively great. The joints structure has a significant influence on the bending stiffness of longitudinal joint.
- shield tunneling,
- lining segment,
- joint bending stiffness,
- influencing factors,
- theoretical model

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References(9)

References

周海鹰，陈廷国，李立新. 地铁区间盾构隧道衬砌接头荷载试验研究[J]. 工业建筑，2010，40(4) :79-83.

[2] GB 501572003. 地铁设计规范[S].

[3] 刘建航，候学渊. 盾构隧道法[M]. 北京: 中国铁道出版社，1991.

[4] 曾东洋，何川. 地铁盾构隧道管片接头刚度影响因素研究[J].铁道学报，2005，27(4) :90-95.

[5] 黄钟晖. 盾构法隧道管片衬砌纵缝接头受力模型的研究[J].地下空间，2003，23(3) :296-301.

[6] Donde P M，Wang J J. Shear Transfer Through Bolts in Segmental Tunnel Linings [C]/ /Towards New Worlds in Tunnelling.Rotterdam，Netherland: Balkema，1992.

[7] Munfah N A，Della Posta M P. Full Scale Testing of Tunnel Liner

[C]/ /Towards New Worlds in Tunnelling. Rotterdam，Netherland: Balkema，1992.

[8] Toshihiro Asakura， Yoshiyuki Kojima， Toyohiroanda， et al.Analysis on the Behavior of Tunnel Lining Experiment and Simulation on Double Track Tunnel Lining[J]. Q R of RIRT，1992，133 (4).

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