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底板有齿坎时水闸地基反力分布规律的研究
引用本文:陶明星,曹国福,和再良.底板有齿坎时水闸地基反力分布规律的研究[J].岩土工程技术,2007,21(2):86-88,100.
作者姓名:陶明星  曹国福  和再良
作者单位:上海勘测设计研究院,上海,200434
摘    要:对一建在软基上底板有齿坎的水闸进行原型试验,测试不同工况下底板的地基反力,用有限元法计算相应的地基反力。通过实测值、计算值的对比分析,发现底板有齿坎时水闸地基反力分布并不均匀,地基反力在两端齿坎下相对集中。随着上部荷载的增加,地基反力分布向均匀化方向发展。

关 键 词:水闸  齿坎  软土地基  地基反力  原型试验  有限元法
文章编号:1007-2993(2007)02-0086-03
修稿时间:2006年12月28

Study on Subgrade Reacting Force Distribution Rule of Sluice With Tenons Under the Foundation Mat
Tao Mingxing,Cao Guofu,He Zailiang.Study on Subgrade Reacting Force Distribution Rule of Sluice With Tenons Under the Foundation Mat[J].Geotechnical Engineering Technique,2007,21(2):86-88,100.
Authors:Tao Mingxing  Cao Guofu  He Zailiang
Abstract:The subgrade reacting force in different stages through construction period is measured by in-site testing of a real sluice with tenons under the foundation mat,the corresponding subgrade reacting force is worked out by FEM(finite element method).By comparing and analysing of the observed value and computational results,it is found that the subgrade reacting force is nonuniform and concentrated under the tenons.With the increasing of the load from upper structure,subgrade reacting force inclines to be uniform.
Keywords:sluice  tenon  soft ground  subgrade reacting force  in-site testing  FEM
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