摘要
分析了几种常用的水库塌岸处理方案,结合黄河中上游某水电站库区对外公路的地质条件和地形地貌,选择桩基托梁挡墙为临水路基的支护形式,并对桩基托梁挡墙的稳定性进行了计算。
According to the geological conditions and topography of external highway in a hydropower station reservoir area in the middle and upper reaches of the Yellow River, it analyzes several common treatment schemes of reservoir bank collapse, selects pile foundation supporting beam retaining wall as the supporting form of subgrade by the water, and calculates the stability of pile foundation supporting beam retaining wall.
作者
凡明杰
原学明
Fan Mingjie;Yuan Xueming(Yellow River Engineering Consulting Co.,Ltd.Zhengzhou 450003,Henan,China)
出处
《黄河水利职业技术学院学报》
2022年第1期29-32,共4页
Journal of Yellow River Conservancy Technical Institute
关键词
库区道路塌岸
治理措施
方案比选
桩基托梁
临水路基
Bank collapse in reservoir area
treatment measure
scheme comparison
pile foundation supporting beam
subgrade by the water
