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Volume 39 Issue 11
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CUI Guang-yao, WU Xiu-gang, WANG Ming-nian, WANG Dao-yuan, ZHU Chang-an. Model tests on damping of shock absorption layer of stick-slip fracture tunnel in highly seismic areas[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(11): 2125-2131. DOI: 10.11779/CJGE201711021
Citation: CUI Guang-yao, WU Xiu-gang, WANG Ming-nian, WANG Dao-yuan, ZHU Chang-an. Model tests on damping of shock absorption layer of stick-slip fracture tunnel in highly seismic areas[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(11): 2125-2131. DOI: 10.11779/CJGE201711021
shu

Model tests on damping of shock absorption layer of stick-slip fracture tunnel in highly seismic areas

  • 1. School of Civil Engineering, North China University of Technology, Beijing 100144, China;
    2. Key Laboratory of Transportation Tunnel Engineering of the Ministry of Education, Southwest Jiaotong University, Chengdu 610031, China;
    3. Department of Civil Engineering, Hebei Jiaotong Vocational and Technical College, Shijiazhuang 050091, China;
    4. School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, China;
    5. Highway Planning, Survey, Design and Research Institute, Sichuan Province Transportation Department, Chengdu 610041, China

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  • Received Date: September 04, 2016
  • Published Date: November 24, 2017
    Graphical Abstract
    • Abstract
  • To improve the anti-seismic performance of tunnels in highly seismic areas with stick-slip fracture, the strong earthquake vibration dynamic tests on the damping layer of large static bond-slip with different thicknesses are performed based on the section of F8 stick-slip fracture in Longxi tunnel of Dujiangyan-Wenchun expressway under earthquake action. The shock absorption technology is used for the damping layer. The results show that under the action of earthquake, the fault rupture dislocation has greater influence scope and degree on the upper part of the tunnel than on the lower part of the tunnel. The plate part is the focus of the earthquake resistance design. The damping effects of 10 cm thick-shock absorption layer of the tunnel are obviously better than those of 5 cm thick and 15 cm thick shock absorption layers. The 10 cm thick shock absorption layer is thus recommended. The research results may provide the technical support for improving the anti-seismic performance of tunnels across dangerous mountains with stick-slip fracture.
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