某上游法尾矿高堆坝液化及地震永久变形分析 |
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引用本文: | 翟文龙,周汉民,陈斌. 某上游法尾矿高堆坝液化及地震永久变形分析[J]. 有色金属(矿山部分), 2017, 69(3) |
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作者姓名: | 翟文龙 周汉民 陈斌 |
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作者单位: | 北京矿冶研究总院,北京矿冶研究总院,北京矿冶研究总院 |
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摘 要: | 采用有效应力动力分析方法,结合抗液化剪应力法基本理论和地震永久变形理论,运用大型岩土分析软件Geo-Studio,对某典型上游法尾矿高堆坝进行了地震动力分析,计算出了在8度地震作用下尾矿堆积坝的液化范围和永久变形,并给出了相应的加固措施,为该尾矿坝在高烈度地震区的设计及管理提供参考,同时可为类似工程提供借鉴。
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关 键 词: | 尾矿高堆坝 地震 液化 永久变形 |
收稿时间: | 2016-03-21 |
修稿时间: | 2017-03-06 |
A liquefaction and seismic permanent displacement analysis of an high tailing dam constructed with upstream method |
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Affiliation: | Beijing General Research Institute of Mining Metallurgy,Beijing General Research Institute of Mining Metallurgy, |
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Abstract: | On the Theoretical base of anti-liquefaction shear stress and seismic permanent information, using dynamic effective stress analysis methods, this article carried out seismic dynamic analysis of a typical uplift tailings dam ,with the large-scale geotechnical analysis software Geo-Studio. The key data calculated includes the area of liquefaction and permanent deformation of the tailings dam ,when 8-degree earthquake occurred. The paper can be a reference for similar projects. |
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