Secondly, by the finite difference method and two-parameter method, this study derives the calculation on the inter force and displacement of the anchorpiles.
其次,引入有限差分法与双参数法,考虑桩底的几种约束情况,推导了锚索桩内力与位移计算方法。
3
According to the research on collapse mode of anchor pile in different boundary conditions, the normal value of ultimate bearing capacity about anchorpiles is established.