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

被引:3
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
相关论文
共 31 条
  • [1] Abry P., 2002, WAVELETS ANAL ESTIMA
  • [2] Adam D, 1997, ENVIRONMENTAL GEOTECHNICS-BOOK, P245
  • [3] Adam D., 2007, Design and construction of pavements and rail tracks: geotechnical aspects and processed materials, P111
  • [4] [Anonymous], 1946, J. Inst. Electr. Eng. III, Radio Commun. Eng., DOI [10.1049/ji-3-2.1946.0074, DOI 10.1049/JI-3-2.1946.0074]
  • [5] A survey of cross-validation procedures for model selection
    Arlot, Sylvain
    Celisse, Alain
    [J]. STATISTICS SURVEYS, 2010, 4 : 40 - 79
  • [6] Intelligent compaction quality evaluation based on multi-domain analysis and artificial neural network
    Chen, Chen
    Hu, Yongbiao
    Jia, Feng
    Wang, Xuebin
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2022, 341
  • [7] CLAASEN TACM, 1980, PHILIPS J RES, V35, P276
  • [8] Degree of approximation of functions by their Fourier series in the generalized Holder metric
    Das, G
    Ghosh, T
    Ray, BK
    [J]. PROCEEDINGS OF THE INDIAN ACADEMY OF SCIENCES-MATHEMATICAL SCIENCES, 1996, 106 (02): : 139 - 153
  • [9] Dawid A. P., 1979, J R STAT SOC C-APPL, V28, P20
  • [10] Fei-Fei L., 2010, J. Vis, V9, P1037, DOI [10.1167/9.8.1037, DOI 10.1167/9.8.1037]