Application of LSTM approach for modelling stress–strain behaviour of soil

被引:134
作者
Zhang N. [1 ]
Shen S.-L. [1 ]
Zhou A. [2 ]
Jin Y.-F. [3 ]
机构
[1] MOE Key Laboratory of Intelligence Manufacturing Technology, Department of Civil and Environmental Engineering, College of Engineering, Shantou University, Guangdong, 515063, Shantou
[2] Civil and Infrastructure Engineering Discipline, School of Engineering, Royal Melbourne Institute of Technology (RMIT), Victoria
[3] Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon
关键词
Bias at low stress levels; Laboratory test; LSTM approach; Stress history; Stress–strain behaviour;
D O I
10.1016/j.asoc.2020.106959
中图分类号
学科分类号
摘要
This paper presents a new trial to reproduce soil stress–strain behaviour by adapting a long short-term memory (LSTM) deep learning method. LSTM is an approach that employs time sequence data to predict future occurrences, and it can be used to consider the stress history of soil behaviour. The proposed LSTM method includes the following three steps: data preparation, architecture determination, and optimisation. The capacity of the adapted LSTM method is compared with that of feedforward and feedback neural networks using a new numerical benchmark dataset. The performance of the proposed LSTM method is verified through a dataset collected from laboratory tests. The results indicate that the LSTM deep-learning method outperforms the feed forward and feedback neural networks based on both accuracy and the convergence rate when reproducing the soil's stress–strain behaviour. One new phenomenon referred to as “bias at low stress levels”, which was not noticed before, is first discovered and discussed for all neural network-based methods. © 2020 Elsevier B.V.
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