| 库水位变化下某泄洪洞进口高边坡的稳定性分析 |
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| 引用本文： | 杨绪波,黄润秋,曹运江.库水位变化下某泄洪洞进口高边坡的稳定性分析[J].地质灾害与环境保护,2005,16(3):306-310. |
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| 作者姓名： | 杨绪波 黄润秋 曹运江 |
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| 作者单位： | 成都理工大学地质灾害防治与地质环境保护国家专业实验室,成都,610059;四川省交通厅公路规划勘察设计研究院,成都,610041;成都理工大学地质灾害防治与地质环境保护国家专业实验室,成都,610059;湖南科技大学土木工程学院,湘潭,411201 |
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| 摘 要： | 在分析库水位变化与岸坡稳定性的一般规律的基础上，对某水库泄洪洞进口高边坡变形机理进行分析。然后计算分析不同水位升降条件下，蓄水＋暴雨、地震、地震＋地下水作用等三种工况的稳定性系数，确定危险警戒水位，并预测未来蓄水及库水位下降情况下泄洪洞进口边坡稳定性与库水位的关系，为蓄水后的边坡防治提供必要的理论依据。
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| 关 键 词： | 高边坡 水位升降 变形机理 稳定性分析 |
| 文章编号： | 1006-4362（2005）03-0306-05 |
| 收稿时间： | 2005-03-17 |
| 修稿时间： | 2005-03-172005-04-25 |
STABILITY OF HIGH SLOPE ON A FLOOD-DISCHARGE INTAKE WITH CHANGE IN RESEARCH WATER LEVEL |
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| YANG Xu-bo,HUANG Run-qiu,CAO Yun-jiang.STABILITY OF HIGH SLOPE ON A FLOOD-DISCHARGE INTAKE WITH CHANGE IN RESEARCH WATER LEVEL[J].Journal of Geological Hazards and Environment Preservation,2005,16(3):306-310. |
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| Authors: | YANG Xu-bo HUANG Run-qiu CAO Yun-jiang |
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| Abstract: | Based on the analyzing relationship between the level of reservoir water and stability of bank,the mechanism of deformation of a high rock slope in an intake of flood-discharge tunnel is analyzed. Under the conditions; impoundment and rainstorm, earthquake, and earthquake with the effect of ground water, the stability coefficient with the change of reservoir water level is calculated and analyzed. The security water level is defined. The relationship between stability of slope and reservoir water level is predicted in the case of storing water and falling of water level in the future. An essential proposal is suggested for management of the high rock slope when storing water and falling of water level in the future. |
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| Keywords: | high rock slopes rising and falling of water levels mechanism of deformation stability analysis |
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