Journal
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING
Volume 14, Issue 4, Pages 1232-1240Publisher
SCIENCE PRESS
DOI: 10.1016/j.jrmge.2022.06.006
Keywords
Earth pressure balance (EPB) shield tunneling; Cutterhead torque (CHT) prediction; Particle swarm optimization (PSO); Gated recurrent unit (GRU) neural network
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Funding
- Pearl River Talent Recruitment Program of Guangdong Province in 2019 [2019CX01G338]
- Research Funding of Shantou University for New Faculty Member [NTF19024-2019]
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This study develops a hybrid model based on PSO and GRU neural network to predict the performance of shield tunneling. The model establishment includes steps such as data processing, model evaluation, and correlation analysis. Experimental results indicate the significance of geological and construction variables on the model performance, providing a new approach to tackle time-series data in tunnel projects.
An accurate prediction of earth pressure balance (EPB) shield moving performance is important to ensure the safety tunnel excavation. A hybrid model is developed based on the particle swarm optimization (PSO) and gated recurrent unit (GRU) neural network. PSO is utilized to assign the optimal hyper-parameters of GRU neural network. There are mainly four steps: data collection and processing, hybrid model establishment, model performance evaluation and correlation analysis. The developed model provides an alternative to tackle with time-series data of tunnel project. Apart from that, a novel framework about model application is performed to provide guidelines in practice. A tunnel project is utilized to evaluate the performance of proposed hybrid model. Results indicate that geological and construction variables are significant to the model performance. Correlation analysis shows that construction variables (main thrust and foam liquid volume) display the highest correlation with the cutterhead torque (CHT). This work provides a feasible and applicable alternative way to estimate the performance of shield tunneling. (C) 2022 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V.
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