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The effective stress iterative method of estimating neutral point and downdrag on a single pile was presented in this paper.

采用有效应力算法来确定的位置和计算下拉荷载,并通过一个实例来说明算的过程。

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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,不考虑桩顶荷载的位置是最低的,下拽力是最大的。

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