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某水库大坝抗滑稳定性分析
引用本文:甄亮.某水库大坝抗滑稳定性分析[J].山西建筑,2009,35(32):361-362.
作者姓名:甄亮
作者单位:中国地质大学(武汉)工程学院本科生,湖北武汉,430074
摘    要:根据对大坝安全鉴定的要求,对坝坡稳定进行了分析,使用软件采用瑞典圆弧法,对各工况下的坝坡进行了稳定性验算,并结合SL274-2001碾压式土石坝设计规范对计算成果进行了分析,得出各种水位下抗滑稳定安全系数满足规范要求。

关 键 词:土石坝  稳定性分析  安全评价  瑞典圆弧法

The stability against sliding analysis of a reservoir dam
ZHEN Liang.The stability against sliding analysis of a reservoir dam[J].Shanxi Architecture,2009,35(32):361-362.
Authors:ZHEN Liang
Abstract:According to the dam safety appraisal requirement, the dam slope stability was analyzed. The dam slope stability in various construc- tion situations were checking calculated with software and Sweden slip circular method. Combined with SL 274-2001 Rolled-Earth Dam Design Code, the calculation achievements were analyzed, and it concluded that the stability against sliding safety coefficient satisfied code requirements.
Keywords:embankment dam  stability analysis  safety appraisal  Sweden slip circular method
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