1) p-y relationship curve
p-y关系曲线
2) 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。
3) P~Y curves
P~Y曲线
4) p-y curve
p–y曲线
5) 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.
将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。
6) 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。
补充资料：经济关系(见生产关系)
经济关系(见生产关系)
economical relation
1 ingji gU口nxj经济关系(eeonomieal relation)系。见生产关
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条