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膨胀土地区边坡稳定性探讨
引用本文:尚艳亮,孟庆峰.膨胀土地区边坡稳定性探讨[J].国防交通工程与技术,2006,4(3):19-21.
作者姓名:尚艳亮  孟庆峰
作者单位:1. 石家庄铁道学院国防交通研究所,河北,石家庄,050043
2. 石家庄铁道学院土木工程分院,河北,石家庄,050043
摘    要:探讨了成都膨胀土的一些物理、化学性质,以吸力经验公式为基础,结合某路堤边坡工程,分析了膨胀土吸力对边坡稳定性的影响。采用“条分法”分别按照均质边坡、无孔隙水压力,均质土坡、有孔隙水压力,均质土坡、有孔隙水压力且坡顶开裂三种工况对膨胀土边坡稳定性进行预测分析,计算结果表明后两种情况下边坡的稳定性大大降低,并提出了防止边坡失稳相应的工程措施。

关 键 词:膨胀土  边坡稳定  吸力  条分法  人工神经网络
文章编号:1672-3953(2006)03-0019-03
收稿时间:2006-04-04
修稿时间:2006年4月4日

An Exploration into the Stability of the Expansive Soil Slope
SHANG Yan-liang,MENG Qing-feng.An Exploration into the Stability of the Expansive Soil Slope[J].Traffic Engineering and Technology for National Defence,2006,4(3):19-21.
Authors:SHANG Yan-liang  MENG Qing-feng
Affiliation:1. Shijiazhuang Institution of National Defense of the Shijiazhuang Railway Institute,Shijiazhuang 050043 ,China; 2. Civil Engineering School of the Shijiazhuang Railway Institute,Shijiazhuang 050043 ,China
Abstract:The suction in the slope of expansive soil has a direct effect on the slope stability. This article discusses the physical and chemical characteristics of expansive soil in Chengdu. With one embankment slope as an example, this article utilizes polygon elements to forecast and analyze the result in the light of the suction experience formula of artificial neural network, with some improving engineering measures suggested. The result is very satisfactory.
Keywords:expansive soil  slope stability  suction  polygon elements  artificial neural network  
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