|本期目录/Table of Contents|

[1]王薇,邓俊,尹俊涛.空间裂缝病害下铁路隧道衬砌结构安全性研究[J].中国安全生产科学技术,2016,12(1):33-37.[doi:10.11731/j.issn.1673-193x.2016.01.006]
　WANG Wei,DENG Jun,YIN Juntao.Research on safety of lining structure in railway tunnel under spatial crack disease[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2016,12(1):33-37.[doi:10.11731/j.issn.1673-193x.2016.01.006]
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空间裂缝病害下铁路隧道衬砌结构安全性研究
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《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
12
期数:
2016年1期
页码:
33-37
栏目:
学术论著
出版日期:
2016-01-30

文章信息/Info

Title:
Research on safety of lining structure in railway tunnel under spatial crack disease
文章编号:
1673-193X（2016）-01-0033-05
作者:
王薇; 邓俊; 尹俊涛
(中南大学 土木工程学院，湖南 长沙 410075)
Author(s):
WANG Wei;  DENG Jun;  YIN Juntao
（School of Civil Engineering, Central South University, Changsha Hunan 410075, China)
关键词:
铁路隧道; 空间裂缝; 衬砌结构; 安全性;  安全标准
Keywords:
railway tunnel;  spatial crack;  lining structure;  safety;  safety standard
分类号:
X951
DOI:
10.11731/j.issn.1673-193x.2016.01.006
文献标志码:
A
摘要:
基于现场检测结果，针对隧道衬砌裂缝病害，借助ANSYS有限元分析软件，采用荷载－结构法建立含纵向裂缝的隧道计算模型，考虑拱顶和拱腰部位裂缝，分析不同长度、深度裂缝对衬砌结构安全性影响大小，并总结不同规模裂缝下衬砌结构安全性的变化规律。结果表明：裂缝对裂缝附近区域结构的安全性危害最大，拱顶裂缝对衬砌结构的危害程度要远大于拱腰裂缝，且裂缝深度对衬砌结构安全性影响较裂缝长度更为显著，最后在此基础上提出了空间裂缝下衬砌结构安全性评判标准，对不同规模裂缝危害进行等级划分，为隧道相应的病害整治提供了依据。
Abstract:
Based on the results of field detection, aiming at the crack disease of tunnel lining, a calculation model for the tunnel with longitudinal cracks was built based on load-structure method through the finite element analysis software ANSYS. Considering the cracks located at the vault and haunch, the influence of cracks with different length and depth to safety of lining structure was analyzed, and the change regularity of safety for lining structure with different scale cracks was summarized. The results showed that the hazard of crack to the safety of adjacent area structure is the largest. The hazardous degree of vault crack on lining structure is much larger than that of haunch crack, and the influence of crack depth to safety of lining structure is more obvious than that of crack length. Finally, the judgment standard on safety of lining structure under spatial crack was put forward to carry out grade division on the hazard of different scale cracks. It provides a certain basis for the corresponding disease treatment of tunnel.

参考文献/References:

［1］代高飞．隧道典型病害及连拱隧道裂缝和渗漏水调查研究［D］.上海:同济大学，2004．
［2］张义红. 基于有限元法的病害隧道结构安全性评价［D］. 兰州: 兰州交通大学， 2013.
［3］张玉军， 李治国. 带裂纹隧道二次衬砌承载能力的平面有限元计算分析［J］. 岩土力学， 2005 (26):1201-1206. ZHANG Yujun，LI Zhiguo.2D finite element analysis of bearing capacity of tunnel lining withcracks［J］.Rock and Soil Mechanics,2005(26):1201-1206.
［4］郑佳艳， 刘海京， 林志. 衬砌存在裂缝的隧道力学模型研究及应用［J］. 公路交通技术, 2011(3):106-109. ZHENG Jiayan,LIU Haijing，LIN Zhi. Research on mechanical models of tunnels with cracks in lining and its application［J］. Technology of Highway and Transport,2011(3):106-109.
［5］郑阳焱. 公路隧道衬砌裂损机理及结构安全性评价研究［D］. 长沙：中南大学，2014.
［6］陈江, 阳军生, 曹能学,等. 铁路隧道衬砌裂缝整治及衬砌补强加固设计研究［J］. 中国安全生产科学技术, 2014, 10(9):134-139. CHEN Jiang,YANG Junsheng,CAO Nengxue, et al.Study on crack remediation and reinforcement of lining in railway tunnel［J］. Journal of Safety Science and Technology, 2014, 10(9):134-139.
［7］Lee Jun S.， Choi Il-Yoon， Lee Hee-Up. Damage identification of a tunnel liner based on deformation data［J］. Tunnelling and Underground Space Technology. 2005，20(1):73-80.
［8］Suiker Akke S. J.，Fleck Norman A. Modelling of fatigue crack tunneling and delamination in layered composites［J］. Composites Part A: Applied Science and Manufacturing， 2006，37(10):1722-1733.
［9］Yin Jun， Wu Zhishen， Asakura Toshihiro. Cracking and failure behavior of concrete tunnel lining predicted by smeared crack model［J］. Doboku Gakkai Ronbunshu. 2001，2001(668):17-27.
［10］Zihai SHI，Crack Analysis in Structural Concrete: Theory and Appli［M］.2008.
［11］铁道第二勘察设计院.TB10003-2005.铁路隧道设计规范［S］.北京：中国铁道出版社，2005.
［12］冯晓燕. 隧道病害分级和衬砌裂损整治技术研究［D］. 北京：北方交通大学，2002.
［13］JTGH12-2003，公路隧道养护技术规范［S］.北京：人民交通出版社，2003.
［14］JTGH12-2012，公路隧道养护技术规范（征求意见稿）［S］.北京：人民交通出版社，2012.
［15］TB/T 2820.2-1997， 铁路桥隧建筑物劣化评定标准—隧道［S］. 北京：中国铁道出版社，1997.
［16］吴治家.隧道衬砌混凝土裂缝的辨认及处治措施探讨［J］. 铁道工程学报, 2014, 2(2):88-95. WU Zhijia.Exploration on the identification and treatment measures of tunnel lining concrete cracks［J］. Journal of Railway Engineering Society，2014，2(2):88-95.

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备注/Memo

备注/Memo:
湖南省科技计划项目（2010GK3173）；成都铁路局重点资助项目（CX1314）
更新日期/Last Update: 2016-03-01