水的作用力对铁路库岸边坡稳定性的影响  

Effects of Hydraulic Action on Slope Stability of Reservoir Banks of Waiyang-Fuzhou Railway Line

作　　者：王跃敏[1] 唐敬华[1] 

机构地区：[1]成都铁道部第二勘测设计院,成都610031

出　　处：《石家庄铁道学院学报》1998年第4期58-63,共6页Journal of Shijiazhuang Railway Institute

摘　　要：以水的作用力对外福铁路线库岸边坡的影响为例，通过调查、试验、分析及计算，揭示浮力、渗透动水压力、波浪作用力对库岸边坡的危害及其给铁路工程带来的影响。为全面研究水库坍岸及灾害整治，提供预测、设计及施工依据。This paper has discovered the harm of buoyancy, permeable hydrodynamic pressure, wave action on the slope of reservoir banks and their effects on the railway engineering works by using the case of investigation,test,analysis and computation of hydraulic action on the slope of reservoir banks on the Waiyang-Fuzhou railwy line and presented the prediction, design and construction considerations for the comprehensive study of reservoir bank caving and the disaster remedlation.

关 键 词：坍岸 浮力 波浪 库岸边坡 铁路 

分 类 号：U213.158[交通运输工程—道路与铁道工程] U216.41