| 浅谈水库边坡稳定性 |
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| 引用本文： | 柏永岩,崔春龙,于远忠.浅谈水库边坡稳定性[J].地质与资源,2005,14(3):213-215. |
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| 作者姓名： | 柏永岩 崔春龙 于远忠 |
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| 作者单位： | 1. 成都理工大学环境与土木工程学院, 四川成都 610000;2. 西南科技大学, 四川绵阳 621002 |
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| 摘 要： | 随着水库蓄水后水位的变化,其库岸的水文地质环境必然发生改变,水库边坡自然平衡发生破坏,地下水与岩土体之间发生复杂的物理化学作用,从而使库岸边坡有别于其他非水库边坡.从水库边坡的特点出发,对水库边坡的破坏形式、滑坡塌岸的形成机理和预测方法进行了简要的阐述.
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| 关 键 词： | 水库 边坡 稳定性 |
| 文章编号： | 1671-1947（2005）03-0213-03 |
| 收稿时间： | 2003-11-06 |
| 修稿时间： | 2004-03-01 |
DISCUSSION ON THE SLOPE STABILITY OF RESERVOIRS |
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| BAI Yong-yan,CUI Chun-long,YU Yuan-zhong.DISCUSSION ON THE SLOPE STABILITY OF RESERVOIRS[J].Geology and Resources,2005,14(3):213-215. |
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| Authors: | BAI Yong-yan CUI Chun-long YU Yuan-zhong |
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| Institution: | 1. Chengdu University of Technology, Chengdu 610000, China;2. Southwestern University of Science and Technology, Mianyang 621002, China |
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| Abstract: | During the process of water storing, the rising of water level in reservoirs will cause the change of hydrogeologic environment and then lead to the breakage of natural balance of slopes. Complicated physical and chemical actions take place between the rock-soil mass and underwater. Such effects differentiate the reservoir bank slopes from others. Based on the characters of reservoir bank slope, the shapes of failure forms, mechanism of the slope-collapse and methods of forecast are discussed in this paper. |
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| Keywords: | reservoir bank slope stability |
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