基于基桩振动参数和投影寻踪法的基桩承载力预测方法*
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上海海事大学科研基金项目(20120074);港口、海岸及近海工程校重点学科项目(A2120016001X)


Prediction of bearing capacity of pile based on pile vibration parameters and projection pursuit method
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    摘要:

    基于投影寻踪法对基桩承载力进行了预测。以基桩承载力为因变量,以锤击力最大值、传递给基桩的最大能量 值、基桩顶最大动位移、Zv最大值、基桩入土深度、桩径为自变量,得出了基桩承载力的投影寻踪预测模型。研究发现,通 过32组实测数据训练后,投影寻踪模型的基桩承载力预测值与高应变动测法实测值的相对误差为±0.071 83%;该模型对6组 验证数据的预测值与静载试验实测值、高应变动测法实测值的相对误差分别为±7.352 97%和±6.0111 21%。结果表明,该投 影寻踪法预测模型是精确的和可靠的,投影寻踪法是一种较为优越的方法,值得在基桩承载力的预测中推广应用。

    Abstract:

    Based on vibration parameters of pile and projection pursuit method, this paper carries out a prediction analysis on the bearing capacity of pile. Taking the maximal value of impact pile driving force, the maximal energy value of pile transferred by hammer, the maximal dynamic displacement of pile peak, the maximal value of Zv, depth of pile in soil, pile diameter as independent variables, and bearing capacity of pile as dependent variable, the prediction model of bearing capacity based on projection pursuit method is obtained. It is found that, the relative error of prediction value (or fitting value)of bearing capacity of pile is ±0.071 83%compared with the observed value by dynamometry for 32 groups of independent variables training model, and the relative error were ±7.352 97%,±6.011 21% respectively compared with the observed value by static test and dynamometry for 6 groups of independent variables validating projection pursuit model. The following conclusion can be drawn that, the prediction model is accurate and credible, and the projection pursuit method is a better method, and it is worthy to spread its application in the prediction analysis of bearing capacity of pile.

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蒋建平,魏建华.基于基桩振动参数和投影寻踪法的基桩承载力预测方法*[J].水运工程,2013(4):173-178.

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  • 在线发布日期: 2013-04-20
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