The different effect of retaining structure between the soil nailing and combined pile-anchor for soft soil have been introduced in this paper. 文章介绍了在复杂软弱土层施工环境下分别采用土钉墙支护与桩锚联合支护的不同效果。
It can increase foundation bearing capacity &reduce building subsidence to replace soft soil padding by using dense sand or rubble cushion. 以密实的砂石或碎石垫层代替软弱土层,可以提高地基的承载力,减少建筑物的沉降量。