The effective stress iterative method of estimating neutral point and downdrag on a single pile was presented in this paper.
采用有效应力迭算法来确定中性点的位置和计算下拉荷载值,并通过一
来说明迭
试算的过
。
The effective stress iterative method of estimating neutral point and downdrag on a single pile was presented in this paper.
采用有效应力迭算法来确定中性点的位置和计算下拉荷载值,并通过一
来说明迭
试算的过
。
Analysis results show that location of pile neutral point is the lowest and downdrag caused by NSF is maximal if neglecting working load on pile top.
结果表明,不考虑桩顶荷载的中性点位置是最低的,下拽力是最大的。
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