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城市垃圾填埋场中土工膜锚固设计的研究
引用本文:孙洪军,赵丽红,魏巍. 城市垃圾填埋场中土工膜锚固设计的研究[J]. 辽宁工学院学报, 2010, 0(6): 368-370
作者姓名:孙洪军  赵丽红  魏巍
作者单位:辽宁工业大学土木建筑工程学院,辽宁锦州121001
基金项目:住房和城乡建设部2010年科学技术项目(2010-K7-8)
摘    要:为了防止城市垃圾填埋场中土工膜锚固端的拉伸破坏,通过土工膜不同锚固形式的分析,建立不同形式下土工膜拉伸的力学模型,并推导了相应的计算公式。通过土工膜的锚固率对其破坏进行验证。同时分析了影响土工膜锚固率的各种因素和防止土工膜锚固拉伸破坏的几点控制措施。

关 键 词:城市垃圾填埋场  土工膜  锚固设计  锚固率

Study on Geomembrane Anchorage Design in Municipal Solid Waste Landfill
SUN Hong-jun,ZHAO Li-hong,WEI wei. Study on Geomembrane Anchorage Design in Municipal Solid Waste Landfill[J]. Journal of Liaoning Institute of Technology(Natural Science Edition), 2010, 0(6): 368-370
Authors:SUN Hong-jun  ZHAO Li-hong  WEI wei
Affiliation:(Civil Engineering College,Liaoning University of Technology,Jinzhou 121001,China)
Abstract:Stretch mechanical model of geomembrane under different forms was established and the corresponding formula was derived after the analysis of different anchorage forms of geomembrane,to prevent tension failure from geomembrane anchor in municipal solid waste landfill.The destruction was verified by geomembrane anchorage rate.Various influence factors of geomembrane anchorage rate and some control measures by preventing tension failure from geomembrane anchorage were all simultaneously analyzed.
Keywords:municipal solid waste landfill  geomembrane  anchorage design  anchorage rate
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