Model tests for safety of stick-slip fault tunnel in strong earthquake area using rigid-flexible combined anti-shock absorption technology

CUI Guangyao1, LI Pengyu1, WANG Mingnian2,3, ZHU Chang’an4

Journal of Vibration and Shock ›› 2020, Vol. 39 ›› Issue (5) : 194-200.

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Journal of Vibration and Shock ›› 2020, Vol. 39 ›› Issue (5) : 194-200.

Model tests for safety of stick-slip fault tunnel in strong earthquake area using rigid-flexible combined anti-shock absorption technology

  • CUI Guangyao1, LI Pengyu1, WANG Mingnian2,3, ZHU Chang’an4
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Abstract

In order to study using rigid-flexible combined anti-shock absorption technology for safety of stick-slip fault tunnel in strong earthquake area, a model was fabricated based on F8 stick-slip fault segment in Longxi tunnel of Duwen super highway in Sichuan Province, static stick-slip dislocation tests and large 3-direction 6-DOF strong shock tests were conducted for the model.The test data was analyzed and used to study longitudinal strain, contact pressure and internal force of upper and lower tunnel structure.The test results showed that after setting shock absorption gap, increase multiple of longitudinal strain and contact pressure along longitudinal tunnel structure varies from severely to more uniformly; effect of taking tunnel structure-strengthening measures is limited for resisting stick-slip dislocation and strong earthquake shock; effect of setting shock absorption gap is obvious for resisting stick-slip dislocation and strong earthquake shock; anti-shock absorption effect of tunnel structure’s longitudinal strain is more than 97%, the anti-shock absorption effect of contact pressure is more than 86% and the minimum value of safety factor is increased more than 5-fold; using rigid-flexible combined anti-shock absorption technology for a stick-slip fault tunnel in strong earthquake area can greatly improve its safety, the minimum value of its safety factor can be increased more than 8-fold; the study results can provide a reference for the shock absorption fortification design of stick-slip fault tunnels in strong earthquake area.

Key words

tunnel engineering / strong earthquake area / stick-slip fault / rigid-flexible combined / anti-shock absorption / model test

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CUI Guangyao1, LI Pengyu1, WANG Mingnian2,3, ZHU Chang’an4. Model tests for safety of stick-slip fault tunnel in strong earthquake area using rigid-flexible combined anti-shock absorption technology[J]. Journal of Vibration and Shock, 2020, 39(5): 194-200

References

[1]  四川省交通厅公路规划勘察设计研究院. 5.12 汶川地震灾区高速公路和国省干线公路恢复重建工程调查、检测、评估[R]. 成都:四川省交通厅公路规划勘察设计研究院, 2008. (Highway Planning, Survey, Design and Research Institute, Sichuan Provincial Communications Department. Investigation, detection and evaluation of the restoration and reconstruction project of highways, national and provincial trunk roads in disaster areas induced by Wenchuan earthquake on May 12, 2008[R]. Chengdu: Highway Planning, Survey, Design and Research Institute, Sichuan Provincial Communications Department, 2008.(in Chinese))
[2] 高波, 王峥峥, 袁松, 等.汶川地震公路隧道震害启示[J]. 西南交通大学学报,2009, 44(3): 336-374. (GAO Bo, WANG Zhengzheng, YUAN Song, et al. Lessons learnt from damage of highway Tunnels in Wenchuan earthquake[J]. Journal of Southwest Jiaotong University, 2009, 44(3): 336-374. (in Chinese))
[3] 崔光耀. 隧道洞口浅埋段和断裂粘滑段抗震设计计算方法研究[博士学位论文][D]. 成都:西南交通大学,2012.(CUI G.uangyao. The seismic design calculation method and test study of tunnel shallow-buried portal and rupture stick-slipping section[Ph. D. Thesis][D]. Chengdu: Southwest Jiaotong University,2012.(in Chinese))
[4] 崔光耀, 王明年, 林国进, 等. 汶川地震区典型公路隧道衬砌震害类型统计分析[J].中国地质灾害与防治学报, 2011, 22(1): 122-127. (CUI Guangyao, WANG Mingnian, LIN Guojin, et al. Statistical analysis of Earthquake damage types of typical highway tunnel lining structure in Wenchuan seismic disastrous area[J]. The Chinese Journal of Geological Hazard and Control, 2011, 22(1): 122-127. (in Chinese))
[5] 何川, 李林, 张景, 等. 隧道穿越断层破碎带震害机理研究[J]. 岩土工程学报, 2014, 36(3): 427-434. (HE Chuan, LI Lin, ZHANG Jing, et al. Analysis of seismic damage and mechanism of portal structure of highway tunnel in Wenchuan earthquake[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(3): 427-434. (in Chinese))
[6] 崔光耀, 王明年, 于丽, 等. 汶川地震断层破碎带段隧道结构震害分析及震害机制研究[J]. 土木工程学报, 2013, 46(11): 122-127. (CUI Guangyao, WANG Mingnian, YU Li, et al. Study on the characteristics and mechanism of seismic damage for tunnel structures on fault rupture zone in Wenchuan seismic disastrous area[J]. China Civil Engineering Journal, 2013, 46(11): 122-127. (in Chinese))
[7] 蒋树屏, 文栋良, 郑升. 嘎隆拉隧道洞口段地震响应大型振动台模型试验研究[J]. 岩石力学与工程学报, 2011, 30(4): 649-656. (JIANG Shuping, WEN Dongliang, ZHENG Sheng. Large-scale shaking table test for seismic response in portal section of galongla tunnel[J]. Rock and Soil Mechanics, 2011, 30(4): 649-656. (in Chinese))
[8] 信春雷, 高  波, 王英学, 等. 跨断层隧道可变形抗减震措施振动台试验研究[J]. 岩土力学, 2015, 36(4): 1041-1049. (XIN Chun-lei, GAO Bo, WANG Ying-xue, et al. Shaking table tests on deformable aseismic and damping measures for fault-crossing tunnel structures[J]. Rock and Soil Mechanics, 2015, 36(4): 1041-1049. (in Chinese))
[9] 刘  云, 高  峰. 跨断层隧道动力特性大型振动台试验研究[J]. 振动与冲击, 2016, 35(12): 160-165. (LIU Yun, GAO Feng. Experimental study on the dynamic characteristics of a tunnel-crossing fault using a shake-table test[J]. Journal of Vibration and Shock, 2016, 35(12): 160-165. (in Chinese))
[10] 日本土木学会. コンクリート標準示方書-耐震設計編[M]. 東京: 鹿島出版会, 1997.
[11] 赵颖, 郭恩栋, 林晓东. 正断层位错作用下城市地铁隧道损伤分析[J]. 沈阳建筑大学学报(自然科学版), 2016, 32(1): 60-68. (ZHAO ying, GUO En-dong, LIN Xiao-dong. Damage analysis of urban metro tunnel under normal fault[J]. Journal of Shenyang Jianzhu University (Natural Science), 2016, 32(1): 60-68. (in Chinese))
[12] 高峰, 石玉成, 严松宏, 等. 隧道的两种减震措施研究[J]. 岩石力学与工程学报, 2005, 24(2): 222-229. (Gao Feng, Shi Yucheng, Yan Songhong, et al. Study of two shock absorption measures in tunnel[J]. Chinese journal of rock mechanics and engineering, 2005, 24(2): 222-229. (in Chinese))
[13] 熊良宵, 李天斌, 杨林德. 隧道两种减震措施的数值模拟研究[J]. 水文地质工程地质, 2007, (4): 36-40. (Xiong Liangxiao, Li Tianbin, Yang Linde. Study on numerical simulation of two shock absorption measures in tunnel[J]. Hydrogeology and engineering geology, 2007, (4): 36-40. (in Chinese))
[14] 王明年, 于丽, 林国进, 等.公路隧道抗震及减震[M]. 北京:科学出版社, 2012. (WANG Mingnian, YU Li, LIN Guojin, et. Tunnel seismic and shock absorption[M]. Beijing: Science press,2012. (in Chinese))
[15] 朱正国, 余剑涛, 隋传毅, 等. 高烈度活断层地区隧道结构抗震的综合措施[J]. 中国铁道科学, 2014, 35(6): 55-62. (ZHU Zheng-guo, YU Jian-tao, SUI Chuan-yi, et al. Comprehensive Seismic Measures for Tunnel Structure in the Area of High intensity Active Fault[J]. China Railway Science, 2014, 35(6): 55-62. (in Chinese))
[16]重庆交通科研设计院. 公路隧道设计规范(JTG D70-2004)[S]. 北京: 人民交通出版社,2004. (Chongqing Communications Research and Design Institute. Code for Design of Road Tunnel[S]. Beijing: China Communications Press, 2004. (in Chinese)
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