|Table of Contents|

Stiffness checking and reinforcement of tunnel lining with cracks(PDF)

长安大学学报(自然科学版)[ISSN:1006-6977/CN:61-1281/TN]

Issue:
2009年01期
Page:
64-68
Research Field:
Publishing date:
2009-01-20

Info

Title:
Stiffness checking and reinforcement of tunnel lining with cracks
Author(s):
WANG Hualao12 LI Ning1
1. School of Water Resources and Hydraulic Power, Xian University of Technology, Xian 710048, Shaanxi, China; 2. The First Highway Survey and Design Institute of China Co Ltd, Xian 710075, Shaanxi, China
Keywords:
tunnel engineering crack reinforcement design stiffness checking
PACS:
U451.4
DOI:
-
Abstract:
In a tunnel, the cracks soon appeared on the linings after its operation. The cracks were investigated, the basic parameters of the cracks were gotten, and the safety level of cracks was evaluated. The concrete stiffness reduction formula of the theory of stiffness degradation was used in checking the safe factor of the lining structure with cracks. The safety of the structure was analyzed, the sets arch structure was utilized to reinforce the tunnel lining, the safe factor of the reinforcement structure was calculated. The results show that the safe factor of the lining reinforced structure is 2.69, it can meet demand of Chinese standard Design Code of Highway Tunnel. 9 tabs, 6 figs, 11 refs.

References:

[1]JTG D70—2004,公路隧道设计规范[S].
[2]荣耀,许锡宾,蔡晓鸿.基于弹性地基梁法的隧道衬砌裂缝间距和宽度的计算[J].重庆建筑大学学报,2006,28(5):2326. RONG Yao,XU Xibing,CAI Xiaohong.Calculation of crack space and crack width of tunnel lining based on elastic foundation carved beam model[J].Journal of Chongqing Jianzhu University,2006,28(5):2326.
[3]蒲春平,夏才初,李永盛,等.隧道的温度应力及由其引起的裂缝开展规律的研究[J].中国公路学报,2000,13(2):7679. PU Chunping,XIA Caichu,LI Yongsheng,et al.Study of thermostress of highway tunnel and the law of linefissure development caused by the thermostress[J].China Journal of Highway and Transport,2000,13(2):7679.
[4]潘洪科,杨林德,黄慷.公路隧道偏压效应与衬砌裂缝的研究[J].岩石力学与工程学报,2005,24(18):33113315. PAN Hongke,YANG Linde,HUANG Kang.Research on unsymmetrical load effect and lining cracks of a highway tunnel[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(18):33113315.
[5]吴新璇.混凝土无损检测技术手册[M].北京:人民交通出版社,2003.
[6]罗立娜.碳纤维补强条件下公路隧道衬砌计算方法的研究[D].上海:同济大学,2006.
[7]胡仁东,赵志伟.公路裂缝探测方法[J].长安大学学报:自然科学版,2007,27(1):3134. HU Rendong,ZHAO Zhiwei.Detecting method of highway fractures[J].Journal of Changan University:Natural Science Edition,2007,27(1):3134.
[8]顾祥林,许勇,张伟平.钢筋混凝土梁开裂后刚度退化研究[J].结构工程师,2005,21(5):2023. GU Xianglin,XU Yong,ZHANG Weiping.Study on stiffness deterioration of RC beams after cracking[J].Structural Engineers,2005,21(5):2023.
[9]GB 50367—2006,混凝土结构加固设计规范[S].
[10]黄志义,王金昌,朱向荣.含裂缝沥青混凝土路面的粘弹性断裂分析[J].中国公路学报,2006,19(2):1823. HUANG Zhiyi,WANG Jinchang,ZHU Xiangrong.Viscoelastic fracture analysis of asphalt concrete pavement with cracks[J].China Journal of Highway and Transport,2006,19(2):1823.
[11]陈建勋,李建安.公路隧道二次衬砌厚度的优化[J].交通运输工程学报,2006,6(3):6872. CHEN Jianxun, LI Jianan. Secondary lining thickness optimization of road tunnel[J].Journal of Traffic and Transportation Engineering,2006,6(3):6872.

Memo

Memo:
-
Last Update: 2009-01-20