| 从剪切试验分析滑坡机理 |
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| 引用本文： | 杨晓东.从剪切试验分析滑坡机理[J].山西建筑,2007,33(13):120-121. |
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| 作者姓名： | 杨晓东 |
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| 作者单位： | 山西省地质工程勘察院,山西太原,030024 |
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| 摘 要： | 通过制样并做饱和前后的剪切试验对比,测得其粘聚力及内摩擦角,结合土的力学性质,具体分析了滑坡发生的层面和机理,为更好更全面地预防滑坡、治理滑坡提供了可靠数据。
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| 关 键 词： | 剪切试验 土的性质 滑坡 机理 |
| 文章编号： | 1009-6825(2007)13-0120-02 |
| 修稿时间： | 2006-12-27 |
Analysis of landslide mechanism from shear test |
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| YANG Xiao-dong.Analysis of landslide mechanism from shear test[J].Shanxi Architecture,2007,33(13):120-121. |
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| Authors: | YANG Xiao-dong |
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| Affiliation: | YANG Xiao-dong |
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| Abstract: | Through sampling and comparison of shear test before and after saturation,the author measures its cohesion and internal friction angle,and analyzes the stratification plane and mechanism of landslide combined with mechanical property of soil,in order to offer credible data to better prevent and treat landslide. |
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| Keywords: | shear test property of soil landslide mechanism |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
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