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复合土工膜土石坝渗流分析

Seepage Analysis on Composite Geomembrane in Seepage Control of Embankment Dam

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【作者】 程鲲王党在

【Author】 CHENG Kun~1, WANG Dang-zai~2(1.Planning and Design Institute of Upper and Middle Yellow River Bureau, YRCC,Xi’an,Shaanxi 710021, China;2.College of Hydraulic and Hydropower Engineering,Xi’an University of Technology,Xi’an, Shaanxi 710048, China)

【机构】 黄委会黄河上中游管理局规划设计研究院西安理工大学水利水电学院 陕西西安710021陕西西安710048

【摘要】 复合土工膜作为一种新型防渗材料,在土石坝工程中已得到了广泛的应用。但关于复合土工膜的防渗机理及防渗效果还缺乏系统的理论研究,本文结合复合土工膜的防渗特性和机理,用有限元法对复合土工膜防渗土石坝进行渗流分析。计算结果表明,土石坝铺设复合土工膜后,改善了渗流情况,提高了蓄水能力。

【Abstract】 As a new kind of seepage control material, the composite geomembrane has been widely used in embankment dam, yet the seepage control characteristics and effect of the composite geomembrane have not been studied on theory. Based on the seepage control characteristics and mechanisms of the composite geomembrane, this paper analyzes the seepage conditions on the composite geomembrane in seepage control of embankment dam with FEM. The result of calculation manifests that the seepage state is improved and the storage capacity is enhanced after paving the composite geomembrane to the embankment dam.

【关键词】 复合土工膜二维有限元法渗流
【Key words】 composite geomembrane2-dimension FEMseepage
  • 【文献出处】 水利与建筑工程学报 ,Jorunal of Water Resources and Architectural Engingeering , 编辑部邮箱 ,2005年01期
  • 【分类号】TV223.4
  • 【被引频次】27
  • 【下载频次】602
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