Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2022, Vol. 59 Issue (4) :81-89    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Study on TBM Deviation Correction and Direction Control Based on the Deep Transfer Learning (DTL)
 
(China Railway Construction Heavy Industry Corporation Limited, Changsha 410100)
Download: PDF (4410KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Guide  
Abstract The full-section hard rock tunnel boring machine (TBM) is affected by different factors during tunneling, such as deadweight, geological conditions and human factors, resulting in a change in the tunneling posture and a deviation from the target axis, so derivation correction and direction adjustment to the target trajectory are required to ensure the quality of construction. A DTL-based TBM derivation correction and direction control method was put forward in this paper, i.e. the DTL neural network was used to build a parameter prediction model for TBM derivation correction and direction control, and then the TBM derivation correction and direction control position and posture model were analyzed to plan the derivation correction trajectory in combination with the maximum amount of movement of edge cutter and the minimum turning radius. The engineering verification results showed that the DTL-based parameter prediction model for TBM derivation correction and direction control model had a higher control accuracy which could confine the difference between TBM posture and target axis within ±20 mm, and the surface of tunnel walls was smoother, improving the quality of tunnel construction; the derivation correction trajectory was planned based on the maximum amount of movement of edge cutter and the minimum turning radius, and the derivation correction process was more controllable to avoid cutters and cutterhead from being damaged due to over-ad?justment and also reduce the risks of TBM jamming.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
HOU Kunzhou
KeywordsTBM   Derivation correction and direction control   Deep transfer learning (DTL)   LSTM neural network   Trajectory planning     
Abstract: The full-section hard rock tunnel boring machine (TBM) is affected by different factors during tunneling, such as deadweight, geological conditions and human factors, resulting in a change in the tunneling posture and a deviation from the target axis, so derivation correction and direction adjustment to the target trajectory are required to ensure the quality of construction. A DTL-based TBM derivation correction and direction control method was put forward in this paper, i.e. the DTL neural network was used to build a parameter prediction model for TBM derivation correction and direction control, and then the TBM derivation correction and direction control position and posture model were analyzed to plan the derivation correction trajectory in combination with the maximum amount of movement of edge cutter and the minimum turning radius. The engineering verification results showed that the DTL-based parameter prediction model for TBM derivation correction and direction control model had a higher control accuracy which could confine the difference between TBM posture and target axis within ±20 mm, and the surface of tunnel walls was smoother, improving the quality of tunnel construction; the derivation correction trajectory was planned based on the maximum amount of movement of edge cutter and the minimum turning radius, and the derivation correction process was more controllable to avoid cutters and cutterhead from being damaged due to over-ad?justment and also reduce the risks of TBM jamming.
KeywordsTBM,   Derivation correction and direction control,   Deep transfer learning (DTL),   LSTM neural network,   Trajectory planning     
Fund: 
Cite this article:   
HOU Kunzhou .Study on TBM Deviation Correction and Direction Control Based on the Deep Transfer Learning (DTL)[J]  MODERN TUNNELLING TECHNOLOGY, 2022,V59(4): 81-89
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2022/V59/I4/81
 
No references of article
[1] ZHANG Qinglong1,2 ZHU Yanwen1 MA Rui2 YAN Dong3 YANG Chuangen3 CUI Tonghuan3 LI Qingbin2.Study on Prediction of TBM Tunnelling Parameters Based on Attentionenhanced Bi-LSTM Model[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(4): 69-80
[2] CHEN Fan1 HE Chuan1 HUANG Zhonghui2 MENG Qingjun2 LIU Chuankun1 WANG Shimin1.Study on the Adaptability and Selection of Multi-mode Tunnelling Equipment for Subway Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(3): 53-62
[3] Wang Shuangjing1,2 Wang Yujie1 Li Xu3 Liu Lipeng1 Yin Tao1,2.Study of Standardized Pre-processing Method of TBM Tunnelling Data[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(2): 38-44
[4] FENG Huanhuan1,2 HONG Kairong1,2 YANG Yandong2 YANG Luwei1 SI Jingzhao1 YOU Jinhu3.Research and Application of Key Construction Technologies for TBM-driven Tunnels under Extreme Complex Geological Conditions[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(1): 42-54
[5] WANG Shuaishuai1 MAO Jinbo2 ZHANG Binbin2 Li Yalong2 ZHAO Honggang2.General Construction Technology Scheme of Tianshan Shengli Tunnel on Urumqi-Yuli Expressway[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(1): 55-68
[6] ZHANG Jinliang1 HUANG Qiuxiang2 WANG Xueying1 HU Chao2 ZHANG Shaoxuan2.Study on Engineering Influence of Defects in Pea Gravel Backfilling and Grouting Layer[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 163-172
[7] GAO Xin WANG Wenjuan LI Qingfei FENG Shijie WU Qi.Research on the Routing Scheme of a Double Shield TBM Passing through the Metro Station[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 56-64
[8] YANG Jihua1 GUO Weixin1 YAN Changbin2 MIAO Dong1.Study on Optimization of TBM Driving Parameters Based on the Energy Consumption[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(1): 54-60
[9] XU Peng1 HUANG Jun1 ZHOU Jianbo1 TANG Jinzhou2.3D Numerical Simulation of the Interaction between Rock Mass and Shield TBM Passing through the Fault Fracture Zone[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 63-69
[10] LI Gang1 LI Xiaojun1 YANG Wenxiang2 HAN Dong1.Research on Prediction of TBM Driving Parameters Based on Deep Learning[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(5): 154-159
[11] WANG Yanqing ZENG Nianchang LIU Bolong.Analysis on Infrared Radiation Temperature Characteristics of Jointed Rock Masses with Different Orientations under Action of Disc Cutters[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(5): 193-199
[12] YANG Tianren HE Fei NING Xiangke ZHANG Xiao TIAN Yanchao.Design and Application of Advanced Geological Prediction System of TBM for Gaoligongshan Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(4): 37-42
[13] LU Song1,2 WANG Xu1,2 LI Cangsong1,2 MENG Lu1,2.Study on Geological Prediction Technology of HSP Method for TBM Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(3): 30-35
[14] ZHANG Yan1, 2 WANG Wei2 DENG Xueqin2.Prediction Model of TBM Advance Rate Based on Relevance Vector Machine[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(3): 108-114
[15] YAN Changbin JIANG Xiaodi.Prediction Model of TBM Net Advance Rate Based on Parameters of Rock Mass and Tunnelling[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(2): 26-33
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY