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Volume 34 Issue 12
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CHENG Zhan-lin, PAN Jia-jun. Analysis of monitoring data of stress and deformation for Shuibuya concrete face rockfill dam[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(12): 2299-2306.
Citation: CHENG Zhan-lin, PAN Jia-jun. Analysis of monitoring data of stress and deformation for Shuibuya concrete face rockfill dam[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(12): 2299-2306.
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Analysis of monitoring data of stress and deformation for Shuibuya concrete face rockfill dam

  • 1. Changjiang River Scientific Research Institute, Wuhan 430010, China;
    2. Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Wuhan 430010, China

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  • Received Date: January 04, 2012
  • Published Date: December 24, 2012
    Graphical Abstract
    • Abstract
  • The constitutive models for soil, soil-structure interaction mechanics and geotechnical numerical methods have always been the core issue of researches on soil mechanics. The measured results of stress and deformation of the high concrete face rockfill dam as a typical geotechnical structure are very significant for the above problems. Based on the monitoring data of Shuibuya concrete face rockfill dam, the dam deformation, slab stress and deformation of facing joints are analyzed. It may provide references for the studies on the constitutive models for rockfill materials, the numerical analysis of stress and deformation and the design of rockfill dams.
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    • References (8)
  • [1]
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    CHENG Zhan-lin, PAN Jia-jun. Analysis on monitoring data of stress and deformation for Shuibuya concrete face rockfill dam[R]. Wuhan: Yangtze River Scientific Research Institute, 2010.(in Chinese))
    [2]
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    [8]
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