| 地震区砂性土边坡滑动安全系数和可靠度 |
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| 引用本文： | 刘忠国.地震区砂性土边坡滑动安全系数和可靠度[J].石家庄铁道学院学报(社会科学版),2009(1):89-91. |
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| 作者姓名： | 刘忠国 |
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| 作者单位： | 中铁十九局集团有限公司矿业公司,辽宁,辽阳,111000
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| 摘 要： | 对地震区的边坡进行稳定性分析时,须计入地震力的作用;探讨用安全系数法和可靠性分析方法结合的方法,对地震区边坡进行滑动稳定性分析,既考虑了不确定性因素,又是对定值法的一种补充.
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| 关 键 词： | 可靠度 安全系数 地震力 边坡 |
| 收稿时间： | 2008/11/7 0:00:00 |
The Safety Factor and Reliability of Sandy Soil Slope Sliding in Earthquake Area |
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| Authors: | Liu Zhongguo |
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| Institution: | Minerals Corporation of China Railway 19th Bureau Group Co,Ltd,Liaoyang 111000 |
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| Abstract: | Seismic force must be calculated in the analysis of slope stability in earthquake area. Combining safety coefficient method and reliability analysis method, the slope sliding stability in earthquake area is analysed, not only considering the uncertainty factors, but also a complement to fixed value method. |
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| Keywords: | reliability safety coefficient seismic force slope |
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