| 乌江思林水电站左岸船闸边坡失稳模式的简捷判断 |
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| 引用本文： | 黄辉.乌江思林水电站左岸船闸边坡失稳模式的简捷判断[J].贵州工业大学学报(自然科学版),1996(3). |
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| 作者姓名： | 黄辉 |
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| 作者单位： | 贵州工学院土建系 |
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| 摘 要： | 进行边坡稳定分析，首先该确定边坡失稳形式。将赤平投影法应用在边坡稳定分析中，对边坡内空间展布的结构面进行概化分组，进而判定边坡上由结构面及其组合形成的破坏模式。这一过程已较好的应用在乌江思林水电站边坡稳定分析中。
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| 关 键 词： | 思林水电站 边坡 赤平投影法 裂隙分组 失稳模式判断 |
A SIMPLE METHOD OF OETERMINING THE SLOPE FAILURE MODEL IN WUJIANG SILIN HYDRAULIC POWER STATION |
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| Huang Hui.A SIMPLE METHOD OF OETERMINING THE SLOPE FAILURE MODEL IN WUJIANG SILIN HYDRAULIC POWER STATION[J].Journal of Guizhou University of Technology(Natural Science Edition),1996(3). |
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| Authors: | Huang Hui |
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| Abstract: | In analysing the stability of side slopes, the type of slope failure should be determined at first. By applying the polar stereoplot to analyse the stability of slope,the distribution of joint fissure in side slope can be grouped, by doing this,the type of failure in joint fissure and its combination on slope may be determined. This process has already been appliedto the analysis of the stebility of slops at Wujiang Silin Hydraulic power station. |
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| Keywords: | Silin Hydraulic power station Slope polar stereoplot group of joint ty ?e ofslope failure |
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