The calculation method for freedom length of the anchor bar is improved, and the calculation formulae of structural foundation embedded depth and stability limit equilibrium analyses were derived.
改进了锚杆自由段长度的计算方法，推导了结构的基础埋深和稳定性极限平衡分析的计算公式。
Successfully getting the solution of the ultimate embedded depth provides a foundation for determining the shortest length of the drag line.
极限嵌入深度的成功求解为确定拖曳所需最短缆长提供了基础。
It is relatively small that the impact of the deformation of the foundation increase the embedded depth of micropile.
微型桩的嵌入深度的增加对基坑变形影响比较小。
应用推荐