Assessment on double anchor construction project of subgrade retaining wall on slope and its parameters optimization with numerical simulation;
结合栖莱高速公路K59+470~K59+630半填半挖段路基建设问题,提出坡间挡土墙“双锚”建造方案。
In the construction of retaining wall with steep slope grade,manual hole digging piles are adopted in combination with reverse working for ramming reinforced concrete wall panel.
高坡挡土墙施工中采用人工挖孔桩,并结合逆作法捣筑钢筋混凝土墙板的方法,具有无需土方大开挖、无需支撑、施工安全和节约基建投资等优点。