But generally speaking, the method of the calculation for the anchor pile design is the combination of elastic foundation coefficient and single parameter.
但是对于锚索桩的设计计算大都采用的是弹性地基系数和单参数相结合的方法。
Finally, the design about the single fulcrum pile_anchor retaining structure is optimized by adjusting the position of anchor to make the displacement of the top end of the pile the smallest.
以位移控制为目标，通过调整锚杆的位置，对单支点桩锚支护结构的设计进行优化。
Finally, the design about the single fulcrum pile_anchor retaining structure is optimized by adjusting the position of anchor to make the displacement of the top end of the pile the smallest.
以位移控制为目标，通过调整锚杆的位置，对单支点桩锚支护结构的设计进行优化。
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