Intelligent compaction quality evaluation using Morse wavelet transform and deep neural network

被引:4
作者
Chen, Chen [1 ,2 ]
Hu, Yongbiao [1 ,2 ]
Jia, Feng [1 ,2 ]
Wang, Xuebin [1 ,2 ]
La, Xiaoyang [1 ]
Zhang, Ruwei [3 ]
Xu, Jindong [3 ]
机构
[1] Changan Univ, Sch Construct Machinery, Xian 710064, Shaanxi, Peoples R China
[2] Changan Univ, Key Lab Rd Construction Technol & Equipment, Minist Educ, Xian 710064, Shaanxi, Peoples R China
[3] Shandong Community Construct Machinery Co Ltd, Jining, Shandong, Peoples R China
基金
中国国家自然科学基金;
关键词
Intelligent compaction; Continuous compaction control; Wavelet transform; Deep neural network; Joint time-frequency analysis; CONCRETE;
D O I
10.1016/j.conbuildmat.2023.132697
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The intelligent compaction technique uses the longitudinal acceleration signal of the roller's vibrating steel wheel to judge the soil's compaction quality. The low-frequency component of the signal is used to identify the surface stiffness of the soil and, thus, indirectly estimate the degree of compaction. High-frequency components are considered noise. However, the high-frequency component can reflect the intensity of the collisions between particles. Therefore, the high-frequency component may be more effective than the low -frequency component in evaluating the compaction quality of deep soil. This study establishes a nonlinear model using Morse wavelet transform and deep neural network to evaluate the compaction quality. The influence of high and low-frequency components on evaluation results is analyzed by controlling the frequency band range of input. The results show that, compared with the low-frequency component, the high-frequency component can more accurately evaluate the degree of soil compaction. In order to eliminate the influence of the "double jump phenomenon"of the roller, high-frequency and low-frequency components should be considered simultaneously. This method can not only accurately distinguish between under-compaction and over-compaction but also has the potential to take the actual degree of soil compaction as output.
引用
收藏
页数:10
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