摘要
对陈化库挡土墙进行稳定性设计,采用钢筋混凝土附加圈梁结构,挡土墙主体结构地面以上高5.00m,基础埋深2.65m。设计中验算了挡土墙每延长米的抗滑移稳定性和抗倾覆稳定性,运用库仑土压力理论和牛顿运动定律对挡土墙稳定性进行验算。
The paper introduces a kind of design on a good-stability retaining wall of silo, which consists of reinforced concrete and turn beam frame, and is 5 meters high above the ground, 2.65 meters deep below the ground. In this design, the stability of resistance to slippage and tumble down of retaining wall is calculated via Coulomb＇s earth pressure theory and Newton＇s laws of motion.
出处
《砖瓦》
2008年第4期34-35,共2页
Brick-tile
关键词
挡土墙
主动土压力
被动土压力
库仑土压力理论
retaining wall
active earth pressure
passive earth pressure
Coulomb＇s earth pressure theory
