STUDY ON JOINT LOAD TEST OF METRO SHIELD TUNNELING LINING

Zhou Haiying; Chen Tingguo; Li Lixin

doi:10.13204/j.gyjz201004018

Volume 40 Issue 4

Dec. 2014

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Abstract

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Zhou Haiying, Chen Tingguo, Li Lixin. STUDY ON JOINT LOAD TEST OF METRO SHIELD TUNNELING LINING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 79-83. doi: 10.13204/j.gyjz201004018

Citation:

Zhou Haiying, Chen Tingguo, Li Lixin. STUDY ON JOINT LOAD TEST OF METRO SHIELD TUNNELING LINING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 79-83. doi: 10.13204/j.gyjz201004018

Zhou Haiying, Chen Tingguo, Li Lixin. STUDY ON JOINT LOAD TEST OF METRO SHIELD TUNNELING LINING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 79-83. doi: 10.13204/j.gyjz201004018

Citation:

Zhou Haiying, Chen Tingguo, Li Lixin. STUDY ON JOINT LOAD TEST OF METRO SHIELD TUNNELING LINING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 79-83. doi: 10.13204/j.gyjz201004018

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STUDY ON JOINT LOAD TEST OF METRO SHIELD TUNNELING LINING

doi: 10.13204/j.gyjz201004018

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: 2009-10-15
Publish Date: 2010-04-20

Abstract

Abstract

Based on load test of joint of shield tunneling lining,joint strength,force and deformation rule,the main influence factors of joint bending stiffness are studied. The results indicate that the segment joint local bearing capacity determines the integral bearing capacity of segment joint under positive eccentric load,the segment joint bearing capacity is sufficient and safe for negative eccentric load,and the joint displacement determines bearing capacity of segment joint for negative eccentric load. The eccentricity and axial force,the thickness of cushion and bolt pretension have great influence on joint bending stiffness of lining segment.
- shield tunneling,
- lining segment,
- joint test,
- bending stiffness

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References(6)

References

GB 50157-2003 地铁设计规范[S].

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

[3] 张厚美. 装配式双层衬砌接头荷载试验与结构计算理论南水北调中线穿黄隧洞结构计算模型研究[D]. 上海:同济大学,2000.

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

[5] Munfah N A,Michael P. Della Posta. Full Scale Testing of Tunnel Liner[G]//Towards Worlas in Tunnelling. Rotterdam: Balkema,1992.

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

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