The calculation method for freedom length of the anchor bar is improved, and the calculation formulae of structural foundationembeddeddepth 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。
2
Successfully getting the solution of the ultimate embeddeddepth 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。
3
It is relatively small that the impact of the deformation of the foundation increase the embeddeddepthof micropile.