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Volume 40 Issue 8
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WANG Dao-yuan, CUI Guang-yao, YUAN Jin-xiu, ZHU Yong-quan, ZHU Zheng-guo, LI Dong, WANG Hong-fan. Model tests on effect of dislocation reducing measures of stick-slip fault of tunnels[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(8): 1515-1521. DOI: 10.11779/CJGE201808018
Citation: WANG Dao-yuan, CUI Guang-yao, YUAN Jin-xiu, ZHU Yong-quan, ZHU Zheng-guo, LI Dong, WANG Hong-fan. Model tests on effect of dislocation reducing measures of stick-slip fault of tunnels[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(8): 1515-1521. DOI: 10.11779/CJGE201808018
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Model tests on effect of dislocation reducing measures of stick-slip fault of tunnels

  • 1. School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, China;
    2. Department of Civil Engineering, Hebei Jiaotong Vocational and Technical College, Shijiazhuang 050091, China;
    3. Key Laboratory of Transportation Tunnel Engineering,Ministry of Education,Southwest Jiaotong University, Chengdu 610031, China;
    4. School of Civil Engineering, North China University of Technology, Beijing 100144, China

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  • Received Date: April 25, 2017
  • Published Date: August 24, 2018
    Graphical Abstract
    • Abstract
  • Based on a tunnel project, large-scale model tests are carried out on anti-seismic and damping measures for dislocation of stick-slip fault. By analyzing longitudinal strain, contact pressure and safety factor of linings, the anti-seismic and damping effects are comparatively studied under six kinds of working conditions of A (no dislocation reducing measures), B (dislocation reducing layer), C (dislocation reducing joint for secondary lining), D (dislocation reducing joint and increasing thickness for secondary lining), E (interleaving setting of dislocation reducing joint) and F (combined dislocation reducing measures). The results show that the scope of the impact and intensity of stick-slip dislocation on hanging wall is greater than that on footwall. The control effect of the longitudinal deformation from low to high is A << C≈D≈ B < E < F, that of the contact pressure is A << B < D< C ≈ E ≈ F, and that of the structural stress is A <
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    • References (19)
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