某边坡稳定性影响因素及其滑坡成因机制分析 |
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引用本文: | 景怀文,李岳,赵明.某边坡稳定性影响因素及其滑坡成因机制分析[J].中国科技纵横,2011(15):136-136. |
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作者姓名: | 景怀文 李岳 赵明 |
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作者单位: | 西安长庆地产集团有限公司,陕西西安530022 |
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摘 要: | 研究了某边坡稳定性的影响因素及其成因机制,表明:边坡目前整体基本稳定,在近期局部施工中形成了多处大规模变形体,它们中绝大多数与施工开挖有关,边坡稳超陛的影响因素包括了:(1)前缘部分地段粘土层分布厚度较大,矿物含量高,强度低;(2)水文地质条件;(3)堆积土体透水性的不均一性。
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关 键 词: | 边坡 稳定性 影响因素 滑坡成因 |
Influence factor for stability of slope and its failure mechanism |
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Authors: | JING HUAI-WEN LI YUE ZHAO MING |
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Institution: | Xi' an Changqing Real Estate Group Co., LTD, Xi' an, 710021, China |
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Abstract: | The influence factor for stability of slope and its failure mechanism is studied, showing that, the whole slope is in stable state, but there exist many cranny deformation body due to the construction, the influence factors of slope contains:(1)the large area of clay, and high content of mineral with low strength; (2)hyper-geological situation; (3)the inhomogeneous of the soil. |
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Keywords: | slope stability influence factors failure mechanism |
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