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性点位算下拉荷值,并通过一个实例来说明迭试算过程。
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性点位算下拉荷值,并通过一个实例来说明迭试算过程。
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.
分析结果表明,不考虑桩顶荷性点位是最低,下拽力是最大。
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