Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2023, Vol. 60 Issue (5) :48-57    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Shield Attitude Optimization and Control Based on Random Forest-NSGA-Ⅲ
(1. Wuhan Metro Group Co., Ltd., Wuhan 430030; 2. School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan 430074; 3. School of Civil Engineering and Environment, Nanyang Polytechnic University, Singapore 639798;4. Civil Engineering Testing Center, Huazhong University of Science and Technology, Wuhan 430074)
Download: PDF (4440KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract In order to realize attitude control of the shield tunnelling machine and ensure safety and quality of tunnel construction, in this study, a hybrid intelligent framework incorporating random forest (RF) and non-dominant sorting genetic algorithm-Ⅲ(NSGA-Ⅲ) is proposed. Based on the Wuhan Metro project, 17 influencing factors are selected as input variables, and the nonlinear mapping function relationship between input parameters and shield attitude is established by the RF algorithm, which is used as the fitness function of NSGA-Ⅲ, and then the key influencing factors are determined by the RF algorithm. A multi-objective intelligent optimization model of RF-NSGA-Ⅲ is established to minimize the absolute value of shield attitude parameter. Based on the proposed optimization principle, case study is conducted to test the applicability and effectiveness of the proposed method. The results show that the prediction model obtained by training and simulating measured engineering data using the RF algorithm has high accuracy. With the developed RF-NSGA-Ⅲ intelligent algorithm, a remarkable optimization and control effect of shield attitude is obtained.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
WU Zhongtan1 WU Xianguo2 LIU Jun2 CHEN Hongyu3 XIAO Hongdi2
4 QIN Yawei2
4
KeywordsShield attitude   Attitude prediction   Key influencing factors   RF-NSGA-Ⅲ   Multi-objective optimiza? tion     
Abstract: In order to realize attitude control of the shield tunnelling machine and ensure safety and quality of tunnel construction, in this study, a hybrid intelligent framework incorporating random forest (RF) and non-dominant sorting genetic algorithm-Ⅲ(NSGA-Ⅲ) is proposed. Based on the Wuhan Metro project, 17 influencing factors are selected as input variables, and the nonlinear mapping function relationship between input parameters and shield attitude is established by the RF algorithm, which is used as the fitness function of NSGA-Ⅲ, and then the key influencing factors are determined by the RF algorithm. A multi-objective intelligent optimization model of RF-NSGA-Ⅲ is established to minimize the absolute value of shield attitude parameter. Based on the proposed optimization principle, case study is conducted to test the applicability and effectiveness of the proposed method. The results show that the prediction model obtained by training and simulating measured engineering data using the RF algorithm has high accuracy. With the developed RF-NSGA-Ⅲ intelligent algorithm, a remarkable optimization and control effect of shield attitude is obtained.
KeywordsShield attitude,   Attitude prediction,   Key influencing factors,   RF-NSGA-Ⅲ,   Multi-objective optimiza? tion     
Cite this article:   
WU Zhongtan1 WU Xianguo2 LIU Jun2 CHEN Hongyu3 XIAO Hongdi2, 4 QIN Yawei2, 4 .Shield Attitude Optimization and Control Based on Random Forest-NSGA-Ⅲ[J]  MODERN TUNNELLING TECHNOLOGY, 2023,V60(5): 48-57
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2023/V60/I5/48
 
No references of article
[1] XUE Guangqiao1,2 XIAO Mingqing1,2 FENG Kun3 WANG Shaofeng1,2 XUE Haoyun3 GUO Wenqi3.Research on Transverse Seismic Resistance of Compound System of Segments and Internal Structure of a Super-large Diameter Double-layer Highway Shield Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(5): 67-77
[2] CHEN Long FENG Kun WU Baihan GUO Fukang WANG Wei.Field Measurement and Analysis of Forces on Shield Tunnel Structure at Great Depth[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(5): 148-157
[3] ZHOU Zhou1 ZHONG Changping2 XIE Wenda1.Study on Influence of Shield Cabin Opening at Ordinary Pressure on Deformation of Existing Tunnel Structures in Mudstone Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(5): 205-212
[4] LU Shaozhuang ZHAO Lu GUO Zhifeng.Study on Precise Geophysical Prospecting and Processing Technique for Large-diameter Shield Tunnelling Through Coastal Boulder Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(5): 195-204
[5] WANG Yanhui1 ZHOU Tianshun1 HU Junshan1 CHEN Haiyong2,3 SHI Chenghua2 PENG Yu1 WANG Zuxian2.Instability of Large Diameter Slurry Shield Tunnelling Attitude in Highly Viscous Clay Strata and Treatment Measures[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(5): 213-223
[6] HU Weidong1,2.Research on Ventilation Design for Construction of Super-large Diameter Slurry Shield Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(5): 186-194
[7] TIAN Yang1 CHEN Yan1 FANG Ruoquan2 LIU Jie3 SU Ang2 YOU Shaoqiang4 FANG Yong1.Experimental Study on the Preparation of Non-fired Building Materials by Recycling Shield Muck in Silty Clay Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(5): 269-276
[8] FAN Wenhao1,2 XIE Shenghao1,2 ZHOU Feicong1,2 WANG Zhijie1,2 ZHANG Kai3 LUO Yunjian3.A Case Study on Adjacent Impact Zoning and Control Measures for New Double-line Shield Tunnel Undercrossing Existing Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(4): 43-57
[9] XIAO Mingqing1,2 TANG Yuheng3 CHEN Junwei1,2 ZHANG Chaoyong3,4.Analysis of Gas Leakage Model and Influencing Factors of Shield Tunnel Segment Joint[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(4): 6-13
[10] MENG Qinghui1 FENG Kun1 YANG Guodong1 HE Xiao2 YANG Zhao2 HUANG Qingfu3 GAO Chong1,4.Study on the Influence of Internal Water Pressure on the Composite Lining Structure of Water Conveyance Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(4): 33-42
[11] 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
[12] QI Meilin FENG Kun GUO Wenqi LU Xuanyi HE Chuan.Study on the Influence of Bolt Failure on Bending Strength of Longitudinal Joint of Shield Tunnel Segments[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(4): 128-137
[13] LI Zifeng1 DUAN Baoliang2.Study on Tunnel Face Collapse and Corresponding Treatment Measures in Shield Tunnelling in Silty-fine Sand Layer[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(4): 237-245
[14] LIU Zhitao1,2 WU Silin1,2,3 SUN Xiaohui3,4 ZHOU Aizhao1,2.Influence and Action Mechanism of Residual Admixture on the Flocculation and Separation Characteristics of Waste Slurry in Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(4): 264-
[15] YAN Pengfei CAI Yongchang ZHOU Long.Nonlinear Model for Segment Joint Stiffness Based on Deep Neural Network and Its Application[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(3): 24-33
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY