Data-driven approach to solve vertical drain under time-dependent loading

被引:3
|
作者
Trong Nghia-Nguyen [1 ,2 ]
Kikumoto, Mamoru [1 ]
Khatir, Samir [3 ]
Chaiyaput, Salisa [4 ]
Nguyen-Xuan, H. [5 ]
Thanh Cuong-Le [2 ]
机构
[1] Yokohama Natl Univ, Dept Civil Engn, Yokohama, Kanagawa 2408501, Japan
[2] Ho Chi Minh City Open Univ, Fac Civil Engn, Ho Chi Minh City 70000, Vietnam
[3] Univ Ghent, Fac Engn & Architecture, Dept Elect Energy Met Mech Construct & Syst, B-9000 Ghent, Belgium
[4] King Mongkuts Inst Technol Ladkrabang, Sch Engn, Dept Civil Engn, Bangkok 10520, Thailand
[5] Ho Chi Minh City Univ Technol HUTECH, CIRTECH Inst, Ho Chi Minh City 708300, Vietnam
关键词
vertical drain; artificial neural network; time-dependent loading; deep learning network; genetic algorithm; particle swarm optimization; ARTIFICIAL NEURAL-NETWORK; CONSOLIDATION; PREDICTION; CAPACITY; STRENGTH; CLAY; ANN;
D O I
10.1007/s11709-021-0727-7
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Currently, the vertical drain consolidation problem is solved by numerous analytical solutions, such as time-dependent solutions and linear or parabolic radial drainage in the smear zone, and no artificial intelligence (AI) approach has been applied. Thus, in this study, a new hybrid model based on deep neural networks (DNNs), particle swarm optimization (PSO), and genetic algorithms (GAs) is proposed to solve this problem. The DNN can effectively simulate any sophisticated equation, and the PSO and GA can optimize the selected DNN and improve the performance of the prediction model. In the present study, analytical solutions to vertical drains in the literature are incorporated into the DNN-PSO and DNN-GA prediction models with three different radial drainage patterns in the smear zone under time-dependent loading. The verification performed with analytical solutions and measurements from three full-scale embankment tests revealed promising applications of the proposed approach.
引用
收藏
页码:696 / 711
页数:16
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