EXPERIMENTAL RESEARCH ON BENDING STIFFNESS OF CIRCUMFERENTIAL JOINT IN SHIELD TUNNELING SEGMENT

Wang Zhe; Li Jingshuang

doi:10.13204/j.gyjz200501027

Volume 35 Issue 1

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(1): 86-88

Ding Yongchun, Qian Yulin, Jiang Jing. STUDY ON COMPOUND CONTROL METHOD OF EARTHQUAKE-RESISTANCE TEST OF STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 6-9,23. doi: 10.13204/j.gyjz200410002

Citation:

Wang Zhe, Li Jingshuang. EXPERIMENTAL RESEARCH ON BENDING STIFFNESS OF CIRCUMFERENTIAL JOINT IN SHIELD TUNNELING SEGMENT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 86-88. doi: 10.13204/j.gyjz200501027

Ding Yongchun, Qian Yulin, Jiang Jing. STUDY ON COMPOUND CONTROL METHOD OF EARTHQUAKE-RESISTANCE TEST OF STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 6-9,23. doi: 10.13204/j.gyjz200410002

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EXPERIMENTAL RESEARCH ON BENDING STIFFNESS OF CIRCUMFERENTIAL JOINT IN SHIELD TUNNELING SEGMENT

doi: 10.13204/j.gyjz200501027

1.
School of Civil Engineering &Architecture,Beijing Jiaotong Univers ity Beijing 100044

Received Date: 2004-10-11
Publish Date: 2005-01-20

Abstract

Abstract

Experiments on bending deformation of circumferential joint in shield tunneling segment for subway were conducted. Tangential load and bending moment were appl ied by two loading equipments. Tangential load was impressed firstly; when it wa s up to 750kN, it was kept at this level and bending moment was applied. The exp erimental curves of bending moment versus relative angle near the joint are obta ined, each of which was available for the surfaces of two segments contact both fully and partly.
- segment,
- circumferential joint,
- bending stiffness

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References(4)

References

刘建航,侯学渊.盾构法隧道.北京:中国铁道出版社,1991

[2] 上海市建设委员会科学技术委员会.地铁一号线工程.上海:上海科学技术出版社,1999. 132～139

[3] 黄钟晖,廖少明,刘国彬,等.软土盾构法隧道管片接头位置的优化研究.地下空间,2000,20(4):268～275

[4] 钟长平.广州地铁盾构隧道管片开裂原因分析.广东土木与建筑,2000(4):93～95

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