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首页> 外文期刊>KSCE journal of civil engineering >New Method for Predicting the Ultimate Bearing Capacity of Driven Piles by using Flap Number
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New Method for Predicting the Ultimate Bearing Capacity of Driven Piles by using Flap Number

机译:皮瓣数预测打入桩极限承载力的新方法

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A new method was proposed to predict the compressive bearing capacity of driven piles based on the number of hammer strikes in the last one meter of pile penetration (known here as Flap number). To collect the data, a literature review was done on technical publications and pile driving record reports that were accessible to the authors at the time of publication. The data of a hundred driven piles including Flap number, basic properties of the surrounding soil, pile geometry, and pile-soil friction angle was collected. These data were initially used in the artificial neural network to establish a relation for predicting pile capacity. Subsequently, by using genetic programing and linear regression, equations for determining pile bearing capacity with respect to the Flap number, soil parameters, and pile geometries were proposed. Finally, the performance of all applied methods in predicting the pile bearing capacity were compared. The utmost importance was given to the comparison of the accuracy of the three models as well as the error estimation.
机译:提出了一种新方法,该方法可根据桩身最后一米的锤击次数(在此称为“襟翼数”)来预测从动桩的抗压承载力。为了收集数据,对技术出版物和打桩记录报告进行了文献综述,出版时作者可以访问这些报告。收集了一百个打入桩的数据,包括翻板次数,周围土壤的基本特性,桩的几何形状和桩-土的摩擦角。这些数据最初在人工神经网络中用于建立预测桩容量的关系。随后,通过遗传编程和线性回归,提出了确定桩承载力的公式,该公式涉及Flap数,土壤参数和桩的几何形状。最后,比较了所有应用方法在预测桩承载力方面的性能。最重要的是比较这三个模型的准确性以及误差估计。

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