Application of artificial neural networks for predicting the impact of rolling dynamic compaction using dynamic cone penetrometer test results

被引:1
|
作者
R.A.T.M.Ranasinghe [1 ]
M.B.Jaksa [1 ]
Y.L.Kuo [1 ]
F.Pooya Nejad [1 ]
机构
[1] School of Civil,Environmental and Mining Engineering,University of Adelaide
基金
澳大利亚研究理事会;
关键词
Rolling dynamic compaction(RDC); Ground improvement; Artificial neural network(ANN); Dynamic cone penetration(DCP) test;
D O I
暂无
中图分类号
TU413.5 [动力试验];
学科分类号
081401 ;
摘要
Rolling dynamic compaction(RDC),which involves the towing of a noncircular module,is now widespread and accepted among many other soil compaction methods.However,to date,there is no accurate method for reliable prediction of the densification of soil and the extent of ground improvement by means of RDC.This study presents the application of artificial neural networks(ANNs) for a priori prediction of the effectiveness of RDC.The models are trained with in situ dynamic cone penetration(DCP) test data obtained from previous civil projects associated with the 4-sided impact roller.The predictions from the ANN models are in good agreement with the measured field data,as indicated by the model correlation coefficient of approximately 0.8.It is concluded that the ANN models developed in this study can be successfully employed to provide more accurate prediction of the performance of the RDC on a range of soil types.
引用
收藏
页码:340 / 349
页数:10
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