|本期目录/Table of Contents|

[1]赵 颖,赵亚哥白,郭恩栋,等.通过活断层区地铁隧道损伤分析[J].建筑科学与工程学报,2015,32(06):82-91.
 ZHAO Ying,ZHAO Ya-gebai,GUO En-dong,et al.Damage Analysis of Metro Tunnel Across Active Fault[J].Journal of Architecture and Civil Engineering,2015,32(06):82-91.
点击复制

通过活断层区地铁隧道损伤分析(PDF)
分享到:

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
32卷
期数:
2015年06期
页码:
82-91
栏目:
出版日期:
2015-11-30

文章信息/Info

Title:
Damage Analysis of Metro Tunnel Across Active Fault
作者:
赵 颖赵亚哥白郭恩栋林晓东
东北林业大学土木工程学院
Author(s):
ZHAO Ying, ZHAO Ya-gebai, GUO En-dong, LIN Xiao-dong
School of Civil Engineering, Northeast Forestry University
关键词:
隧道工程地铁隧道活断层拟静力有限元法损伤分析
Keywords:
tunnel engineering metro tunnel active fault pseudo-static finite element method damage analysis
分类号:
-
DOI:
-
文献标志码:
A
摘要:
为了深入研究通过活断层区地铁隧道的损伤破坏机理,发现其抗震薄弱部位,采用理论分析、数值模拟和统计回归等方法对逆断层位错作用下隧道衬砌结构的损伤发展变化情况进行了分析,并对减轻隧道震害的影响因素进行了研究。结果表明:建立的地基土隧道体系整体有限元模型能够很好地模拟逆断层的错动效果;在逆断层位错作用下,衬砌结构的拱顶部位损伤最为严重,结构的损伤程度随着位错量的增加而增大,损伤区域主要集中在活断层附近;在相同逆断层位错作用下,随着覆盖土层厚度的增加,衬砌结构的破坏程度有所减轻;给出的适用于北京地区的衬砌结构抗震薄弱部位估计公式为通过活断层区地铁隧道的抗震设计提供了参考依据;适当增加衬砌厚度可以减轻隧道结构的震害,埋置于较软土质中的隧道结构能够更好地抵抗逆断层位错作用。
Abstract:
In order to deeply study damage mechanism of metro tunnel across active fault, and find the seismic weak parts, the theoretical analysis, numerical simulation and statistical regression were used to analyze damage development of tunnel lining structure under reverse fault, and to research the influence factors of weakening tunnel earthquake disasters.The results show that the integrated finite element model of foundation soiltunnel system can well simulate reverse fault movement. The destruction is the most serious at the lining vault under reverse fault, the damage degree of structure increases with increasing of dislocation, and the damage range is mainly located in active fault. The destruction degree of lining structure can reduce with the increase of soil layer thickness under the same reverse fault dislocation. The estimation formulas of lining structural seismic weak position given can provide references for seismic design of metro tunnel across active fault. Earthquake disasters of tunnel structure can be weakened by proper increase of lining thickness, and tunnel structure in soft soil has better resistance to reverse dislocation.

参考文献/References:

相似文献/References:

[1]石 刚,富志鹏,谢永利,等.公路隧道穿越采空区的探测与处理技术研究[J].建筑科学与工程学报,2014,31(03):64.
 SHI Gang,FU Zhi-peng,XIE Yong-li,et al.Research on Detection and Treatment Technology of Exhausted Areas in Highway Tunnel Construction[J].Journal of Architecture and Civil Engineering,2014,31(06):64.
[2]孙铁军,王 伟,罗明睿,等.不同衬砌结构缺陷对隧道结构整体安全性的影响[J].建筑科学与工程学报,2017,34(03):82.
 SUN Tie-jun,WANG Wei,LUO Ming-rui,et al.Influences of Different Lining Structure Defects on Overall Safety of Tunnel Structure[J].Journal of Architecture and Civil Engineering,2017,34(06):82.
[3]朱彦鹏,何江飞,李军.黄土公路隧道浅埋段管棚注浆支护机理及监测分析[J].建筑科学与工程学报,2011,28(01):11.
 ZHU Yan-peng,HE Jiang-fei,LI Jun.Support Mechanism and Monitoring Analysis of Pipe Roof Grouting for Loess Highway Tunnel in Shallow-buried Section[J].Journal of Architecture and Civil Engineering,2011,28(06):11.
[4]陈建勋,乔雄.黄土隧道浅埋偏压洞口段套拱结构受力监测与分析[J].建筑科学与工程学报,2011,28(01):100.
 CHEN Jian-xun,QIAO Xiong.Mechanical Monitoring and Analysis of Umbrella Arch Structure in Shallow-buried Bias Loess Tunnel Entrance[J].Journal of Architecture and Civil Engineering,2011,28(06):100.
[5]王梦恕.台湾海峡越海通道方案前期研究[J].建筑科学与工程学报,2012,29(03):4.
 WANG Meng-shu.Preliminary Research on Taiwan Strait Cross-sea Channel Schemes[J].Journal of Architecture and Civil Engineering,2012,29(06):4.
[6]郭院成,詹景元,杜浩鸣,等.郑州粉土基坑开挖对下卧地铁隧道的影响[J].建筑科学与工程学报,2019,36(05):11.
 GUO Yuan-cheng,ZHAN Jing-yuan,DU Hao-ming,et al.Influence of Excavation of Zhengzhou Silt Foundation Pit on Underlying Subway Tunnel[J].Journal of Architecture and Civil Engineering,2019,36(06):11.
[7]张立鑫,陈丽俊,陈建勋,等.单斜构造软硬互层围岩隧道变形特征及控制对策[J].建筑科学与工程学报,2021,38(06):186.[doi:10.19815/j.jace.2021.04102]
 ZHANG Li-xin,CHEN Li-jun,CHEN Jian-xun,et al.Deformation Characteristics and Treatment Measures of Tunnels in Soft and Hard Interbedded Surrounding Rock with Tilted Stratum[J].Journal of Architecture and Civil Engineering,2021,38(06):186.[doi:10.19815/j.jace.2021.04102]
[8]郭院成,张博闻,孟 潮,等.堆土加卸载与基坑开挖叠加对既有隧道变形的影响研究[J].建筑科学与工程学报,2023,40(01):142.[doi:10.19815/j.jace.2021.08010]
 GUO Yuancheng,ZHANG Bowen,MENG Chao,et al.Study on influence of soil loading and unloading and foundation pit excavation superposition on existing tunnel deformation[J].Journal of Architecture and Civil Engineering,2023,40(06):142.[doi:10.19815/j.jace.2021.08010]
[9]李大军,何鹏飞,宋克志,等.复杂硐室交叉口转向挑顶施工力学行为研究[J].建筑科学与工程学报,2023,40(02):172.[doi:10.19815/j.jace.2022.11120]
 LI Dajun,HE Pengfei,SONG Kezhi,et al.Research on construction mechanical behavior of turning overhanging at intersection of complex chamber[J].Journal of Architecture and Civil Engineering,2023,40(06):172.[doi:10.19815/j.jace.2022.11120]
[10]杨晓华,曹扬帆,肖 靖,等.开挖方式对跨基覆界面浅埋偏压隧道变形的影响分析[J].建筑科学与工程学报,2023,40(03):111.[doi:10.19815/j.jace.2021.11023]
 YANG Xiaohua,CAO Yangfan,XIAO Jing,et al.Analysis of influence of excavation methods on deformation of shallow-buried bias tunnels across base and cover interface[J].Journal of Architecture and Civil Engineering,2023,40(06):111.[doi:10.19815/j.jace.2021.11023]

备注/Memo

备注/Memo:
更新日期/Last Update: 2015-11-30