| 水位升降对岩质路基边坡稳定性的影响分析 |
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| 引用本文： | 冯五一,王俊杰,柴贺军.水位升降对岩质路基边坡稳定性的影响分析[J].交通标准化,2009(9):225-227. |
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| 作者姓名： | 冯五一 王俊杰 柴贺军 |
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| 作者单位： | [1]重庆交通大学,重庆400074 [2]重庆交通科研设计院,重庆400074 |
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| 摘 要： | 在沿江、河、湖畔道路及湖泊道路建设中，由于水的作用，地质灾害频繁发生，甚至毁坏道路并造成重大人员伤亡及经济损失。由于道路具有跨区域广及评价面积小的特点，故寻求合理有效的分析理论与方法成为有效控制灾害发生的关键。
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| 关 键 词： | 岩体结构 水-岩相互作用 岸坡稳定性 水位升降作用 |
Effect of Rise and Fall of River Water Level on Stability of Rock Subgrade Bank Slope |
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| FENG Wu-yi,WANG Jun-jie,CHAI He-jun.Effect of Rise and Fall of River Water Level on Stability of Rock Subgrade Bank Slope[J].Communications Standardization,2009(9):225-227. |
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| Authors: | FENG Wu-yi WANG Jun-jie CHAI He-jun |
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| Institution: | 1.Chongqing Jiaotong University;Chongqing 400074;China;2.Chongqing Communications Research & Design Institute;China |
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| Abstract: | The road construction along the riverside and lakeside or in the reservoir areas brings a great deal of geological hazard unavoidably.Because of the effect of water,the geological hazards take place much frequently and even destroy the road so that great casualties and economic loss are caused.However,roads belong to large-scale linear projects,which have the characteristics of wide cross-region and small-appraised space.Therefore,seeking the effective risk analysis theory and method becomes the key to cont... |
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| Keywords: | rock mass structure water-rock interaction bank slope stability rise and fall of river water level |
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