张小刚,宋玉普. 碾压混凝土坝诱导缝设置及拱坝诱导缝等效强度[J]. 水利水运工程学报, 2003, (4): 67-73.
引用本文: 张小刚,宋玉普. 碾压混凝土坝诱导缝设置及拱坝诱导缝等效强度[J]. 水利水运工程学报, 2003, (4): 67-73.
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ZHANG Xiao-gang,SONG Yu-pulian University of Technology,Dalian,China). Equivalent strength and setting of crack director in RCC arch dams[J]. Hydro-Science and Engineering, 2003, (4): 67-73.
Citation: ZHANG Xiao-gang,SONG Yu-pulian University of Technology,Dalian,China). Equivalent strength and setting of crack director in RCC arch dams[J]. Hydro-Science and Engineering, 2003, (4): 67-73.
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碾压混凝土坝诱导缝设置及拱坝诱导缝等效强度

Equivalent strength and setting of crack director in RCC arch dams

    摘要
  • 摘要: 综述了国内外部分已建碾压混凝土拱坝和重力坝设置诱导缝的实例，以及在拱坝和重力坝中设置诱导缝的差异。介绍了我国碾压混凝土拱坝诱导缝的模型试验概况、诱导缝等效强度理论研究和数值计算的现状。

     

    Abstract: Some examples of the settings of crack directors in roller compacted concrete (RCC) arch dams and RCC gravity dams at home and abroad, and differences of the crack directors setting between arch dams and gravity dams are summarized. Model tests for crack directors in RCC arch dams and the state of the art of the theoretical study of equivalent strength and numerical calculation in China are presented.

     

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