李志清, 胡瑞林. 2007: 柔性防护在膨胀土路堑中的应用. 工程地质学报, 15(S2): 151-154.
    引用本文: 李志清, 胡瑞林. 2007: 柔性防护在膨胀土路堑中的应用. 工程地质学报, 15(S2): 151-154.
    shu
    中国科学院地质与地球物理研究所工程地质力学重点实验室, 北京. 2007: APPLICATION OF FLEXIBILITY PROTECTION ON CUTTING OF EXPAN-SIVE SOIL. JOURNAL OF ENGINEERING GEOLOGY, 15(S2): 151-154.
    Citation: 中国科学院地质与地球物理研究所工程地质力学重点实验室, 北京. 2007: APPLICATION OF FLEXIBILITY PROTECTION ON CUTTING OF EXPAN-SIVE SOIL. JOURNAL OF ENGINEERING GEOLOGY, 15(S2): 151-154.
    shu

    柔性防护在膨胀土路堑中的应用

    APPLICATION OF FLEXIBILITY PROTECTION ON CUTTING OF EXPAN-SIVE SOIL

      摘要
    • 摘要: 在湖北某高速公路路堑边坡防护中,成功应用了柔性防护形式,并取得较好的防护效果。文章通过数值模拟方法对该防护形式进行了参数优化,并概化了规范的施工工艺,适宜于在膨胀土边坡工程中推广应用。

       

      Abstract: The method of flexibility fence is used triumphantly in cutting slope of expansive soil in the expressway in Hubei province. The effect of fence is obvious to all. The parameters are optimized by numerical analysis. The construction technics is generalized normatively that it can be applied to slope engineering of expansive soil widely.

       

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