| 某高陡边坡结构特征与地质灾害防治 |
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| 引用本文： | 刘宏,田景富,雷建海. 某高陡边坡结构特征与地质灾害防治[J]. 地质灾害与环境保护, 2005, 16(3): 246-249 |
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| 作者姓名： | 刘宏 田景富 雷建海 |
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| 作者单位： | 贵州工业大学喀斯特环境与地质灾害防治重点实验室,贵阳,550003;贵州工业大学喀斯特环境与地质灾害防治重点实验室,贵阳,550003;贵州工业大学喀斯特环境与地质灾害防治重点实验室,贵阳,550003 |
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| 摘 要： | 营盘山高陡边坡最大坡高110m，沿坡面走向宽400m，是缓倾内层状岩质高边坡的典型代表。据高陡边坡结构特征，将其划分为上部天然陡崖、中部斜坡崩积体和下部采石陡壁三段，并分别阐述了高陡边坡结构特征对地质灾害的控制作用，及相应的地质灾害防治措施。
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| 关 键 词： | 高陡边坡 结构特征 地质灾害防治 |
| 文章编号： | 1006-4362（2005）03-0246-04 |
| 收稿时间： | 2005-03-17 |
| 修稿时间： | 2005-03-172005-04-25 |
A LARGE-STIFF SLOPE STRUCTURE CHARACTERISTICS AND ITS GEOLOGICAL HAZARD PREVENTION |
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| LIU Hong,TIAN Jing-fu,LEI Jian-hai. A LARGE-STIFF SLOPE STRUCTURE CHARACTERISTICS AND ITS GEOLOGICAL HAZARD PREVENTION[J]. Journal of Geological Hazards and Environment Preservation, 2005, 16(3): 246-249 |
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| Authors: | LIU Hong TIAN Jing-fu LEI Jian-hai |
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| Abstract: | With the maximum height of 110m and the width of 400m along the slope face, The Yingpangshang slope is one of typical low-angle stratofabric rock slopes. According to their structure characteristics, the slope is marked out three parts: the upper is a natural scarp, the middle is a general slope, and the bottom is a steep quarrying wall. The relationship between the slope's structure characteristics and its geological hazard is discussed in detail, and their preventions are also suggested in this paper. |
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| Keywords: | Large-stiff slope structure characteristic geological hazard prevention |
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