阶梯状黄土路堑高边坡稳定性分析方法

叶万军; 折学森

doi:10.3969/j.issn.1000-3665.2005.06.018

阶梯状黄土路堑高边坡稳定性分析方法

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文章导航 > 水文地质工程地质 > 2005 > (6): 75-78

叶万军, 折学森. 阶梯状黄土路堑高边坡稳定性分析方法[J]. 水文地质工程地质, 2005, (6): 75-78. doi: 10.3969/j.issn.1000-3665.2005.06.018

引用本文:

叶万军, 折学森. 阶梯状黄土路堑高边坡稳定性分析方法[J]. 水文地质工程地质, 2005, (6): 75-78. doi: 10.3969/j.issn.1000-3665.2005.06.018

YE Wan-jun, SHE Xun-sen. Stability analysis of step-shaped cutting high loess slopes[J]. Hydrogeology & Engineering Geology, 2005, (6): 75-78. doi: 10.3969/j.issn.1000-3665.2005.06.018

Citation:

YE Wan-jun, SHE Xun-sen. Stability analysis of step-shaped cutting high loess slopes[J]. Hydrogeology & Engineering Geology, 2005, (6): 75-78. doi: 10.3969/j.issn.1000-3665.2005.06.018