摘要
对沧州市黄河路下穿京沪铁路处地道节点的现状砖砌挡墙进行翻建修复,对不同高度的挡墙进行了计算,结合重力式挡土墙抗弯和抗剪承载力值,得出了不同高度挡土墙的适用结构形式,可供相似工程的设计及建设工作者参考。
The existing brick retaining walls at the tunnel junction of Huanghe Road under Beijing-Shanghai Railway in Cangzhou City have been rebuilt and repaired including the calculation of the different heights of retaining walls.Combined with the anti-bending and anti-shear capacity values,the structural styles suitable for the different heights of retaining walls are obtained,which can be referred for the design of the similar projects.
作者
郑娜
刘家富
ZHENG Na;LIU Jiafu(不详)
出处
《城市道桥与防洪》
2021年第2期34-36,M0006,共4页
Urban Roads Bridges & Flood Control
关键词
砌体结构
挡土高度
抗弯承载力
抗剪承载力
抗倾覆能力
抗滑能力
masonry structure
retaining height
anti-bending capacity
anti-shear capacity
anti-overturning capacity
anti-skid capacity