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Volume 34 Issue 2
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KONG Xian-jing, LIU Fu-hai, LIU Jun. Shaking table model tests on face-slab dislocation of concrete faced rock-fill dams under earthquakes[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(2): 258-267.
Citation: KONG Xian-jing, LIU Fu-hai, LIU Jun. Shaking table model tests on face-slab dislocation of concrete faced rock-fill dams under earthquakes[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(2): 258-267.
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Shaking table model tests on face-slab dislocation of concrete faced rock-fill dams under earthquakes

  • 1. State Key Laboratory of Coastal & Offshore Engineering, Dalian University of Technology, Dalian 116024, China; 2. School of Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China

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  • Received Date: January 20, 2011
  • Published Date: February 19, 2012
    Graphical Abstract
    • Abstract
  • Shaking table model tests on concrete faced rock-fill dams are designed according to the elasticity-gravity similarity rules. Face-slab model materials are developed, and a system for the image collect ion, storage and pattern recognition is presented. On the basis of the results of the PIV analysis and the numerical simulation, t he dislocation mechanism of the face-slab under earthquakes is analyzed, and the results are compared with the real dislocation damage of Zipingpu Dam during Wenchuan Earthquake. The results of the model tests agree with those of numerical simulation . Both of them reveal the slab dislocation phenomenon of Zipingpu Dam. The results show that the main reasons of the face-slab dislocation are the thrust force towards the upstream and the friction force towards the downstream along the slab due to the permanent deformation of the rock-fill . Shaking table model tests can reflect the main damage characteristics of the prototype dams.
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    • References (25)
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