| 柏扬坪滑坡成因机制分析与稳定性预测 |
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| 引用本文： | 王庆乐,吕辉. 柏扬坪滑坡成因机制分析与稳定性预测[J]. 山西建筑, 2007, 33(4): 98-99 |
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| 作者姓名： | 王庆乐 吕辉 |
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| 作者单位： | 成都理工大学环境与土木工程学院,四川成都 610059 |
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| 摘 要： | 分析了柏扬坪滑坡地质特征、结构特征和变形特征,对滑坡的成因机制和影响因素进行了深入研究,采用了传递系数法计算评价其稳定性,研究表明,柏扬坪滑坡体目前处于稳定状态。
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| 关 键 词： | 滑坡 成因机制 稳定性预测 传递系数法 |
| 文章编号： | 1009-6825(2007)04-0098-02 |
| 修稿时间： | 2006-08-10 |
Analysis on cause mechanism of Boyangping landslide and its stability prediction |
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| WANG Qing-le,LV Hui. Analysis on cause mechanism of Boyangping landslide and its stability prediction[J]. Shanxi Architecture, 2007, 33(4): 98-99 |
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| Authors: | WANG Qing-le LV Hui |
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| Affiliation: | WANG Qing-le LV Hui |
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| Abstract: | The article analyzes the geologic feature,structural feature and deformation characters of Boyangping landslide,studies its cause mechanism and influencing factor,calculates and evaluates its stability by using transfer coefficient method,and shows by researching that Boyagping landslide mass is in stable state now. |
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| Keywords: | landslide cause mechanism stability prediction transfer coefficient method |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
