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试验P~Y曲线的弯矩函数拟合法 被引量:4

Method of Calculating Experimental P-Y Curves for Test Piles-Fitting Moment Function Method
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摘要 在分析国内外常用的多种推求方法的基础上,结合试桩结果,提出了用筛选出的函数对实测弯矩进行拟线,进而求出压力P和位移Y.这种推求试验P~Y曲线的方法称之为弯矩函数拟线法,其力学概念明确、物理量对应关系合理,具有普遍的实用意义.编制了相应的电算程序,计算精度较高、结果合理可靠. Abstorbing many advantages of the analysinsg methods in common use at both home aborad , this paper puts forward a new analysisg method based on the test results of piles , that is the ' method of fitting moment function '. The method can be used to calculate experimental P-Y curves by means of fitting the screened functions into measured moments and then abtaining the soil resistance P and deflection Y . A set of corresponding computer programs have been compiled. Analysis and comparison show that the above method is not only clear and definite in mechanical concept , reasonable in relationships between physical parameters , and simple and convenient to use , but also high in computing precision , thus , reasonable and reliable results can be obtained with it . So the method is of genral practical significance.
出处 《河海大学学报(自然科学版)》 CAS CSCD 1991年第2期37-44,共8页 Journal of Hohai University(Natural Sciences)
关键词 P-Y曲线 弯矩函数 拟线 experimental P-Y curves moment functions fitting analysis of precision
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参考文献1

  • 1罗传信,朱珂.确定桩变位—土反力非线性特性中土反力参数的积分方程数值解[J]天津大学学报,1985(04).

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