Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2016, Vol. 53 Issue (4) :90-96    DOI:
Article Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Layout Optimization of TBM Gauge Disc Cutters
(School of Mechanical and Electrical Engineering, Central South University, Changsha 410083)
Download: PDF (2764KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract In order to study the layout rule of TBM gauge disc cutters, cutter layout principles are put forward as per the actual rock-breaking conditions and the technical requirements of cutterhead design. The optimization goals and constraints are determined, and an optimized multi-targeting mathematical model of a TBM gauge disc cutter is built to analyze its objective function and constraint condition function and solve it by using a genetic algorithm. Finally, the aforementioned model and algorithm are verified based on the TBM gauge disc cutter layout of the NASOUND tunnel in Iran, which is compared with the original layout. The analysis results show that the unbalanced radial force and overturning moment of the optimized cutterhead decrease by 19.4% and 20.6% , respectively; the strength and rigidity of the cuttterhead are improved; and after layout optimization the maximum stress and deformation of the cutterhead decrease by 36.6% and 30.3%, respectively, which proves the correctness and feasibility of the mathematical model for cutter layout optimization.This research method can serve as a theoretical foundation for cutterhead design and modification.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
LIN Lai-Kuang- Guo-Jin-Cheng- Xia-Yi-Min- Wu- Yuan
KeywordsTBM   Gauge disc cutter   Layout optimization model   Genetic algorithm   Cutterhead performance     
Abstract: In order to study the layout rule of TBM gauge disc cutters, cutter layout principles are put forward as per the actual rock-breaking conditions and the technical requirements of cutterhead design. The optimization goals and constraints are determined, and an optimized multi-targeting mathematical model of a TBM gauge disc cutter is built to analyze its objective function and constraint condition function and solve it by using a genetic algorithm. Finally, the aforementioned model and algorithm are verified based on the TBM gauge disc cutter layout of the NASOUND tunnel in Iran, which is compared with the original layout. The analysis results show that the unbalanced radial force and overturning moment of the optimized cutterhead decrease by 19.4% and 20.6% , respectively; the strength and rigidity of the cuttterhead are improved; and after layout optimization the maximum stress and deformation of the cutterhead decrease by 36.6% and 30.3%, respectively, which proves the correctness and feasibility of the mathematical model for cutter layout optimization.This research method can serve as a theoretical foundation for cutterhead design and modification.
KeywordsTBM,   Gauge disc cutter,   Layout optimization model,   Genetic algorithm,   Cutterhead performance     
Cite this article:   
LIN Lai-Kuang- Guo-Jin-Cheng- Xia-Yi-Min- Wu- Yuan .Layout Optimization of TBM Gauge Disc Cutters[J]  MODERN TUNNELLING TECHNOLOGY, 2016,V53(4): 90-96
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2016/V53/I4/90
 
No references of article
[1] LIU Feixiang1,2.SCDZ133 Intelligent Multi-function Trolley and Its Application in Tunnelling[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 1-7
[2] ZHOU Wenbo WU Huiming ZHAO Jun.On Driving Strategy of the Shield Machine with Atmospheric Cutterhead in Mudstone Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 8-15
[3] CHEN Zhuoli1,2 ZHU Xunguo1,2 ZHAO Deshen1,2 WANG Yunping1,2.Research on Anchorage Mechanism of Yielding Support in the Deep-buried Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 16-22
[4] WANG Quansheng.Case Study Based Analysis of Segment Division Principles of Rectangular Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 23-29
[5] ZHANG Heng1 ZHU Yimo1 LIN Fang1 CHEN Shougen1 YANG Jiasong2.Study on Optimum Excavation Height of Middle Bench in an Underground Cavern Based on Q System Design[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 30-37
[6] LI Hao.Geological Survey on Breakthrough Section of the Large-section Karst Tunnel by Radio Wave Penetration Method[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 38-42
[7] CEN Peishan1 TIAN Kunyun2 WANG Ximin3.Study on Gas Hazard Assessment of Yangshan Tunnel on Inner MongoliaJiangxi Railway[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 43-49
[8] ZHU Jianfeng1 GONG Quanmei2.Centrifugal Model Test on Long-term Settlement of Shield Tunnels in Soft Soils[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 49-55
[9] CHEN Youzhou1 REN Tao2 DENG Peng2 WANG Bin3.Prediction of Tunnel Settlements by Optimized Wavelet Neural Network Based on ABC[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 56-61
[10] WANG Dengmao TENG Zhennan TIAN Zhiyu CHEN Zhixue.Reflection on Disease Treatment and Design Issues of Unconventional Rockburst of Bamiao Tunnel on Taoyuan-Bazhong Highway[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 62-68
[11] WU Shuyuan1 CHENG Yong1 XIE Quanmin2 LIU Jiguo1 CHEN Biguang1.Analysis on the Causes of the Large Deformation of Surrounding Rocks of Milashan Tunnel in Tibet[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 69-73
[12] WANG Sui1,2,3 ZHONG Zuliang3 LIU Xinrong3 WU Bo1,2,4 ZHAO Yongbo1,2 LI Zhantao1,2.D-P Yield Criterion Based Elastoplastic Solution of the Circular Pressure Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 74-80
[13] LI Ming YAN Songhong PAN Chunyang ZHANG Xubin.Analysis of Fluid-Solid Coupling Effect during Excavation of the Water-rich Large-section Loess Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 81-88
[14] ZHANG Kai1 CHEN Shougen2 HUO Xiaolong3 TAN Xinrong4.Extension Assessment Model for the Risk of Water Inflow in Karst Tunnels and Its Application[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 89-96
[15] LI Jie1 ZHANG Bin1 FU Ke1 MA Chao1 GUO Jingbo1 NIU Decao2.Site Data Based Prediction of Shield Driving Performance in Compound Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 97-104
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY