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堤基渗透变形扩展过程及悬挂式防渗墙控制作用的试验模拟
引用本文:张家发,吴昌瑜,朱国胜.堤基渗透变形扩展过程及悬挂式防渗墙控制作用的试验模拟[J].水利学报,2002,33(9):0108-0111.
作者姓名:张家发  吴昌瑜  朱国胜
作者单位:长江科学院土工研究所,湖北,武汉,430010
基金项目:国家自然科学基金,长江水利委员会资助的重大项目 (5 0 0 9962 0 )
摘    要:通过砂槽模型模拟了渗透变形发生和扩展过程,结果说明悬挂式防渗墙对渗透变形的发生条件影响很小,但对渗透变形的扩展及模型破坏的条件影响显著,一方面证实了悬挂式防渗墙渗流控制效果不显著这一已有的结论,另一方面证明了悬挂式防渗墙在一定条件下对险情的扩展可以起到控制作用。

关 键 词:模型  渗透变形  扩展  水头:悬挂式防渗墙
文章编号:0559-9350(2002)09-0108-04

Experimental study on seepage deformation propagation control using impervious wall of suspension type
ZHANG Jia-f,WU Chang-yu,ZHU Guo-sheng.Experimental study on seepage deformation propagation control using impervious wall of suspension type[J].Journal of Hydraulic Engineering,2002,33(9):0108-0111.
Authors:ZHANG Jia-f  WU Chang-yu  ZHU Guo-sheng
Affiliation:Yangtze River Scientific Research Institute
Abstract:The development of seepage deformation is animated with model test in sandbox. The results indicate that the imperivious wall of suspension type will not significantly affect the occurrence of seepage deformation, but it influences seepage deformation propagation remarkbly. It verifies that the impervious wall of suspension type is not effective in seepage control but is useful for controlling the development of seepage deformation.
Keywords:model test  seepage deformation  propagation  water head  impervious wall
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