Shaking table tests on performances of anti-seismic and damping measures for fault-crossing tunnel structures

被引：0

作者：

Xin, Chun-Lei ^{[1
]}

Gao, Bo ^{[1
]}

Zhou, Jia-Mei ^{[1
]}

Shen, Yu-Sheng ^{[1
]}

Quan, Xiao-Juan ^{[1
]}

机构：

[1] Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu

来源：

Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering | 2014年 / 36卷 / 08期

关键词：

Anti-seismic and damping measure; Destructive pattern; Horizontal seismic excitation; Shaking table test; Tunnel engineering;

D O I：

10.11779/CJGE201408006

中图分类号：

学科分类号：

摘要：

Fault-crossing tunnel structures are more and more universal in high intensity seismic regions of western China. The current code for aseismic design of civil engineering cannot be used for them. To deal with this problem, the seismic response characteristics and failure mechanism of routine and new anti-seismic and damping measures for tunnel structures are investigated based on shaking table tests. The results show that the self-developed sliding device can simulate fault movement successfully in a single model box. The casing-shape damping measure can provide the most effective protection, and it is the best-performing aseismic and damping measure for fault-crossing tunnels. The damping layer can enhance the general vibration strength of tunnel structures. The absorbing joint can reduce the post-seismic destruction by increasing longitudinal freedom degrees of tunnel structures. The initial destructive position and the whole destructive process of tunnels during the earthquake are analyzed. The action mechanism of various anti-seismic and damping measures are released. Finally, by analyzing the relationship between seismic intensity and destructive process of tunnel structures, the service conditions of various anti-seismic and damping measures are put forward. The above results certainly contribute to studying and developing new types of anti-seismic and damping measures for tunnels and provide references for seismic fortification of tunnels as well.

引用

页码：1414 / 1422

页数：8

共 15 条

[1]

Gao B., Wang Z.-Z., Yuan S., Et al., Lessons learnt from damage of highway tunnels in wenchuan earthquake , Journal of Southwest Jiaotong University, 44, 3, pp. 336-342, (2009)

[2]

Wang Z.-Z., Nonlinear seismic damage response of tunnel structure across fault, (2009)

[3]

Chen J., Shi X.J., Li J., Shaking table test of utility tunnel under non-uniform earthquake wave excitation , Soil Dynamics and Earthquake Engineering, 30, 11, pp. 1400-1416, (2010)

[4]

Geng P., Research on the seismic calculation method of railway tunnel , (2011)

[5]

Burridge P.B., Scott R.F., Hall J.F., Centrifuge study of faulting effects on tunnel , Journal of Geotechnical Engineering, 115, 7, pp. 949-967, (1989)

[6]

Honegger D.G., Nyman D.J., Johnson E.R., Et al., Trans-alaska pipeline system performance in the 2002 Denali fault, Alaska earthquake , Earthquake Spectra, 20, 3, pp. 707-738, (2004)

[7]

Hou J.S., Tseng D.J., Lee Y.H., Monitoring and evaluation after repair and reinforcement of damage 3-line freeway tunnel located within fault influenced zone, 33rd ITA-AITES World Tunnel Congress, (2007)

[8]

Anastasopoulos I., Gerolymos N., Drosos V., Et al., Behaviour of deep immersed tunnel under combined normal fault rupture deformation and subsequent seismic shaking , Bulletin of Earthquake Engineering, 6, 2, pp. 213-239, (2008)

[9]

Moradi M., Rojhani M., Galandarzadeh A., Et al., Centrifuge modeling of buried continuous pipelines subjected to normal faulting , Earthquake Engineering and Engineering Vibration, 12, 1, pp. 155-164, (2013)

[10]

Sim W.W., Towhata I., Yamada S., Et al., Shaking table tests modelling small diameter pipes crossing a vertical fault , Soil Dynamics and Earthquake Engineering, 35, pp. 59-71, (2012)

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