| 粘性土坡稳定性分析的最小虚重度法 |
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| 引用本文： | 韩晓雷. 粘性土坡稳定性分析的最小虚重度法[J]. 西安科技大学学报, 1994, 0(3) |
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| 作者姓名： | 韩晓雷 |
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| 作者单位： | 西安建筑科技大学 |
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| 摘 要： | 基于粘性土坡将沿某一圆弧面产生滑动破坏的最一般假定，并在土坡稳定性分析常用基本假定的前提下，引入土坡滑动体虚重度的概念，建立了粘性土坡稳定性分析的最小虚重度法及与其相对应的确定最危险滑动面的计算公式。
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| 关 键 词： | 粘性土坡，最小虚重度法，稳定性 |
METHOD OF MINIMUM FALSE UNIT WEIGHT FOR ANALYSING STABILITY OF CLAY SOIL SLOPES |
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| Han Xiaolei. METHOD OF MINIMUM FALSE UNIT WEIGHT FOR ANALYSING STABILITY OF CLAY SOIL SLOPES[J]. JOurnal of XI’an University of Science and Technology, 1994, 0(3) |
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| Authors: | Han Xiaolei |
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| Affiliation: | Han Xiaolei |
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| Abstract: | ased on the common assumption that clay soil slopes will split and slide alony some circular surfaces and other assumpfions often used for analysing soil slopes,an idea of false unit;weight of slidiny soil mass is introduced, and then the method of mininum false unit weight for analysing the stability of clay soil slopes is established some corresponding formulas for determining the most dangerous sliding surface are deduced. |
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| Keywords: | clay soil slopes method of minimum unit weight stability |
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