Real-time prediction of shield moving trajectory during tunnelling using GRU deep neural network

被引:0
作者
Nan Zhang
Ning Zhang
Qian Zheng
Ye-Shuang Xu
机构
[1] Shanghai Jiao Tong University,Department of Civil Engineering and Shanghai Key Laboratory for Digital Maintenance of Buildings and Infrastructure, School of Naval Architecture, Ocean and Civil Engineering
[2] Shantou University,MOE Key Laboratory of Intelligence Manufacturing Technology, Department of Civil and Environmental Engineering, College of Engineering
[3] Royal Melbourne Institute of Technology (RMIT),Civil and Infrastructure Engineering, School of Engineering
来源
Acta Geotechnica | 2022年 / 17卷
关键词
Gated recurrent unit; Moving trajectory; Prediction model; Shield tunnelling;
D O I
暂无
中图分类号
学科分类号
摘要
This paper establishes an intelligent framework for real-time prediction of trajectory deviations in the process of earth pressure balance (EPB) tunnelling. A hybrid model was developed which integrates principal component analysis (PCA) and a gated recurrent unit (GRU). PCA was adopted to mine the interrelated input parameters and reduce the accompanying data noise. A scroll window mode was implemented in the GRU to predict the shield movement in real time. The proposed PCA–GRU model was implemented and validated through a case study of the Guang-Fo intercity railway in Guangzhou, China. Another three machine learning models were also used for comparison. The results revealed that the proposed model predicted the shield moving trajectory with higher precision than other models. The implications for trajectory regulation were discussed using field data. The proposed prediction framework represents a promising solution for real-time prediction of the shield moving trajectory in EPB tunnelling.
引用
收藏
页码:1167 / 1182
页数:15
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共 291 条
[1]  
Armaghani DJ(2017)Development of hybrid intelligent models for predicting TBM penetration rate in hard rock condition Tunn Undergr Space Technol 63 29-43
[2]  
Mohamad ET(2020)Evaluation of soil liquefaction using AI technology incorporating a coupled ENN/t-SNE model Soil Dyn Earthq Eng 130 265-276
[3]  
Narayanasamy MS(2016)An appraisal of TBM performances in Turkey in difficult ground conditions and some recommendations Tunn Undergr Space Technol 57 273-297
[4]  
Narita N(1995)Support-vector networks Mach Learn 20 1363-1378
[5]  
Yagiz S(2019)Prediction of shield tunneling-induced ground settlement using machine learning techniques Front Struct Civ Eng 13 1042-1058
[6]  
Atangana Njock PG(2020)Text mining-based construction site accident classification using hybrid supervised machine learning Autom Constr 118 363-376
[7]  
Shen SL(2018)Investigation into performance of deep excavation in sand covered karst: a case report Soils Found 58 39659-39671
[8]  
Zhou A(2018)Cutter-disc consumption during earth pressure balance tunnelling in mixed strata Geotech Eng ICE Proc 171 238-251
[9]  
Lyu HM(2020)Prediction model of shield performance during tunneling via incorporating improved Particle Swarm Optimization into ANFIS IEEE Access 8 64310-64323
[10]  
Bilgin N(2021)Prediction of disc cutter life during shield tunneling with AI via the incorporation of a genetic algorithm into a GMDH-type neural network Engineering 7 122-136