Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2025, Vol. 62 Issue (3) :88-99    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Hybrid Prediction Model for Shield Machine Attitude Based on TPE-XGBoost-GRU and Its Application
(1.Department of Geotechnical Engineering College of Civil Engineering , Tongji University, Shanghai 200092; 2.Tengda Construction Group Co., Ltd., Shanghai 200122)
Download: PDF (6076KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract Real-time prediction and control of shield machine attitude are crucial for ensuring construction safety. To address the issues of low prediction accuracy and ambiguous parameter selection in existing methods, this study proposes a hybrid prediction model based on TPE-XGBoost-GRU. The model considers four categories of factors influencing shield attitude, selects key features through the gain method in XGBoost algorithm, and optimizes the GRU model using Tree-structured Parzen Estimator (TPE) in Bayesian optimization. The superiority of the proposed model is verified by comparing the prediction performance of different hyperparameter optimization methods with deep learning algorithms. The results demonstrate that: (1) Historical shield attitude data play a critical role in attitude prediction; (2) During hyperparameter optimization, the number of hidden units and learning rate in GRU are key influencing factors, with importance weights of 0.36 and 0.30, respectively; (3) For prediction performance optimization, TPE outperforms random search and grid search, with maximum improvements of 41.1% in MAE and 12.0% in R2; (4) Under TPE optimization, the prediction performance of the three algorithm models ranks as GRU >LSTM > RNN.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
LUO Zhenhan1 LIAO Shaoming1 ZHAO shuai
KeywordsShield machine attitude   Bayesian optimization   Hyperparameter optimization   Deep learning   Optuna     
Abstract: Real-time prediction and control of shield machine attitude are crucial for ensuring construction safety. To address the issues of low prediction accuracy and ambiguous parameter selection in existing methods, this study proposes a hybrid prediction model based on TPE-XGBoost-GRU. The model considers four categories of factors influencing shield attitude, selects key features through the gain method in XGBoost algorithm, and optimizes the GRU model using Tree-structured Parzen Estimator (TPE) in Bayesian optimization. The superiority of the proposed model is verified by comparing the prediction performance of different hyperparameter optimization methods with deep learning algorithms. The results demonstrate that: (1) Historical shield attitude data play a critical role in attitude prediction; (2) During hyperparameter optimization, the number of hidden units and learning rate in GRU are key influencing factors, with importance weights of 0.36 and 0.30, respectively; (3) For prediction performance optimization, TPE outperforms random search and grid search, with maximum improvements of 41.1% in MAE and 12.0% in R2; (4) Under TPE optimization, the prediction performance of the three algorithm models ranks as GRU >LSTM > RNN.
KeywordsShield machine attitude,   Bayesian optimization,   Hyperparameter optimization,   Deep learning,   Optuna     
Cite this article:   
LUO Zhenhan1 LIAO Shaoming1 ZHAO shuai .Hybrid Prediction Model for Shield Machine Attitude Based on TPE-XGBoost-GRU and Its Application[J]  MODERN TUNNELLING TECHNOLOGY, 2025,V62(3): 88-99
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2025/V62/I3/88
 
No references of article
[1] LI Jiuyuan1 GAO Fayong1 MA Yongtao1 TANG Mingyang2 FU Kang3 LI Yuheng2 XUE Yiguo2.Study on Surrounding Rock Identification and Excavation Speed Prediction in TBM Tunnels Based on the Interaction Mechanism of Rock-Machine Parameters[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(3): 75-87
[2] ZHU Yeting1,2 ZHU Yanfei1 WANG Zhihua1,3 WANG Shuaifeng4 WANG Hao1 MA Zhigang1.Theoretical Innovation, Method Implementation, and Engineering Verification of Shield Machine with Thrust Vector Intelligent Control[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(2): 71-78
[3] ZHANG Meining1,2 SONG Zhanping1,2,3 YUE Bo4 LI Xu1,2,3 ZHAO Yirui2 TAO Lei5.Research on Construction and Application of a Rapid Tunnel Surrounding Rock Classification Model Based on Real-time Images and Advanced Geological Information[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(2): 87-97
[4] ZHANG Huan1, 2 ZHANG Shishu3 LI Tianbin1, 2 YANG Gang1, 2 LI Shisen1, 2 XIAO Huabo3 CHEN Weidong3.GAPSO-LightGBM-based Intelligent Prediction Method of Surrounding Rock Grade in TBM Tunnelling[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(2): 98-109
[5] GAO Fuzhong.Prediction of Blasting Vibration Parameters in Urban Tunnels Based on Feature Dimensionality Reduction and Deep Learning[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(6): 100-110
[6] KUANG Huajiang1 LIU Guanghui1 LI Dalin1 XU Xiao1 YANG Weikang1 YANG Tingfa1 DENG Xingxing1ZHAGN Yunbo2 TIAN Maohao3.Intelligent Recognition Method for Tunnel Smooth Blasting Borehole Residues Based on Cascade Mask Region-Convolutional Neural Network-ResNeSt[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(5): 99-110
[7] HAN Fengyan1,2 LI Huizhen3 YANG Shaojun3 GAN Fan3 XIAO Yongzhuo1.Pixel-Level Segmentation Method for Tunnel Lining Cracks Based on FC-ResNet Network[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(5): 111-119
[8] OUYANG Shaoming1 DING Changdong2 DING Xiang1 ZHANG Yihu2 CAO Lei3 LIU Qian2.Research on Grouting Volume Prediction for Underground Water-sealed Caverns Based on TPE-GBT Model[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(5): 138-145
[9] JIANG Yuan WANG Hailin CHEN Zhao.Intelligent Image Analysis Algorithm for Advance Forecasting of Adverse Geological Bodies in Tunnels Based on Deep Learning[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(3): 148-156
[10] WANG Feng.Study on Intelligent Prediction of the Deformation Characteristics of Soft Rock Tunnel Based on SSA-LSTM Model and Its Application[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(1): 56-66
[11] HAO Yijie1 LI Gang2 SHEN Dan3 DENG Youwei1 LIU Yiyang1.Study on Automatic Identification and Real-time Measurement Technology for Tunnel Surrounding Rock Settlement Based on Improved YOLOv5[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(5): 58-66
[12] WU Gang1 LUO Wei2, 3 WANG Xiaolong1 ZHU Jingjing1 JIA Fei2, 3 XUE Yadong2, 3.Study on a Deep Learning-based Model for Detecting Apparent Defects in Shield Tunnel Lining[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(4): 67-75
[13] LEI Mingfeng1 ZHANG Yunbo1 QIN Guifang2 SHI Yuanbo1 GONG Chenjie1,3.A Study on Neural Network Evaluation Model of Blasting Effect in Mountain Tunnel and Decision-making Method for Blasting Parameter Optimization[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(2): 54-61
[14] SU Dong1,2,3 TAN Yijun1 SHEN Xiang1,2,3 HUANG Changfu4 CHEN Xiangsheng1,2,3.A Study on Impact of Soft Soil Stratum Reinforcement on the Attitude Regulation of Shield Machine and Stratum Deformation[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(2): 138-148
[15] ZHANG Chun ZHOU Yuxuan LI Dengpeng.Intelligent Reconstruction of the Digital Model of Metro Shield Tunnels with Disordered Erected Segment Ring Structure[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(1): 80-86
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY