谈工厂陈化库挡土墙稳定性设计

Discussion on Design for Retaining Wall Stability of the Brick Raw Material Warehouse

所述陈化库挡土墙稳定性设计,是钢筋混凝土附加圈梁结构,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,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了验算。

This design is for retaining wall stability of the brick raw material warehouse.Its structure is a mixture one of reinforced concrete and turn beam frame. The main retaining wall frame is 5m tall out of ground,and the foundation covers up 2.65 m deeply. This design cheak to calculate the stability resist glide and the stability resist tumble down of retaining wall. The whole of calculate is make use of Coulomb＇s earth pressure theory and Newton＇s laws of motion.