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深厚砂砾石地基墙幕结合防渗体系搭接长度优化研究
引用本文:许小东,王祥峰.深厚砂砾石地基墙幕结合防渗体系搭接长度优化研究[J].中国农村水利水电,2012,0(1):143-146.
作者姓名:许小东  王祥峰
作者单位:1. 华电四川分公司宝珠寺水力发电厂,四川广元,628000
2. 中国水电顾向集团成都勘测设计研究院,成都,610000
摘    要:目前深厚砂砾石地基墙幕结合防渗体系普遍采用10m的经验搭接长度,针对搭接长度在设计中偏于保守的现状,结合新疆下坂地水利枢纽工程,采用了有限元数值模拟计算和归一化处理的方法,在防渗体系不同深度布置尺寸和搭接长度的情况下,建立有限元数值计算模型,对防渗墙的受力和位移进行研究分析,计算分析出新疆下坂地墙幕结合防渗体系优化搭接长度度值,并总结出墙幕优化搭接长随防渗墙修建深度的变化规律,为深厚砂砾石地基墙幕结合防渗体系的设计和施工提供一定的参考。

关 键 词:深厚砂砾石地基  墙幕结合  搭接长度  优化研究
收稿时间:2011-08-16
修稿时间:2011-09-23

Study on lap length Optimization of Wall and Curtain Combination Anti-seepage System in Deep sand and gravel laye
XU Xiao-dong,WANG Xiang-feng.Study on lap length Optimization of Wall and Curtain Combination Anti-seepage System in Deep sand and gravel laye[J].China Rural Water and Hydropower,2012,0(1):143-146.
Authors:XU Xiao-dong  WANG Xiang-feng
Institution:1.Baozhusi Power Plant,Huadian Power Corporation,Sichuan Branch,Guangyuan 628000,Sichuan Province,China; 2.HydroChina Chengdu Engineering Corporation,Chengdu 610000,China)
Abstract:10-meter experience lap length is widely used in wall and curtain combination anti-seepage system in deep sand and gravel layer.Based on the current situation that lap length is conservative on design and Xiabandi Water Control Project in Xijiang,this paper uses numerical simulation and normalization processing and has found the numerical simulation physical model by calculating stress and displacement of anti-seepage wall in different depth layout sizes and lap length of anti-seepage system,after analyzing and inducing variation regulation of anti-seepage system optimization lap length so as to provide reference materials for design and construction.
Keywords:deep sand and gravel layer  wall and curtain combination  lap length  study on optimization
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