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1)  p-y curve method
p-y曲线法
1.
It is common to use the nonlinear load-transfer method(p-y curve method) or Poulos′s elastic theory to calculate piles subjected to lateral soil movements at present.
目前,分析侧向土体位移作用下桩基的性状时多采用非线性荷载传递法(p-y曲线法)和Poulos弹性理论法。
2.
The p-y curve method with the advantage which the non-linear and large deformation of the soil can be taken into account,becomes the main method in the analysis of laterally loaded piles.
p-y曲线法因其能考虑土体非线性和大变形特性,成为海洋工程中分析侧向受荷桩的主要方法。
3.
To solve this problem,the influence of bridge pile foundation under embankment load based on p-y curve method was analyzed.
针对这一问题,本文基于p-y曲线法,就路堤堆载对邻近桥梁桩基的影响进行计算分析,其结果与二维有限元模拟结果的对比分析,表明本文提出的方法是可行的。
2)  p-y method
p-y曲线法
1.
The p-y method employed in this article was applied to the calculation of bridge pile foundations.
p-y曲线法用于桥梁桩基础计算的结果,与试验结果比较证明该方法的合理性,与m法对比分析以指出m法存在的不足。
2.
The lateral deflections of single pile and pile groups are computed by the p-y method and the computation results agreed well with test results.
应用p-y曲线法计算了单桩和群桩的水平位移,计算结果与实测值接近。
3)  p-y curves
p-y曲线
1.
Nonlinear finite element analysis of piles under lateral load based on P-Y curves;
基于P-Y曲线法的水平受荷桩非线性有限元分析
2.
Experimental research on silt p-y curves
粉土p-y曲线的试验研究
3.
Based on the experimental results,the p-y curves of soft clay for static loading derived by WR method were compared with the API recommended ones.
将利用加权残值法得到的p-y曲线与API建议的软粘土p-y曲线进行了比较,并根据试验数据用折减系数法对API建议的软粘土p-y曲线进行了修正。
4)  P~Y curves
P~Y曲线
5)  p-y curve
p–y曲线
6)  p–y curve
桩的p–y曲线
补充资料:极化曲线法
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性质:又称塔菲尔(Tafel)线外推法。一种测定腐蚀速率的方法。做法是将金属样品制成电极浸入腐蚀介质中,测量稳态的伏安(E~I)数据,作log|I|~E图,将阴、阳极极化曲线的直线部分延长,所得交点对应的即为logIcor,由腐蚀电流Icor除以事先精确测量的样品面积S0,即得腐蚀速率。此法快速省时,适用于金属均匀腐蚀的测量。

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