Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2023, Vol. 60 Issue (3) :208-216    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Method for Comprehensive Evaluation of Longitudinal Crack Defect of Lining of Single-track Railway Tunnels
(1. Graduate Faculty of China Academy of Railway Sciences Corporation Limited, Beijing 100081; 2. China Railway Southwest Research Institute Co., Ltd., Chengdu 611731)
Download: PDF (4023KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract Through finite element model calculation, the way the length and depth of cracks in railway tunnel lining impact structural safety has been analyzed, and structural safety sensitivity analysis has been conducted through the orthogonal test. On this basis, the comprehensive evaluation model for impact of lining cracks has been established that is based on the 3 characteristic parameters including length, width and depth (ratio), thus it is possible to conduct quantitative evaluation of how longitudinal crack defect of single-track railway tunnel lining impacts lining structure safety and to create the reference table for normative evaluation.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
YUAN Hongyun1
2 CHEN Liwei2 LIU Zhiqiang2
KeywordsRailway tunnel   Longitudinal crack   Evaluation method   Numerical calculation   Safety factor     
Abstract: Through finite element model calculation, the way the length and depth of cracks in railway tunnel lining impact structural safety has been analyzed, and structural safety sensitivity analysis has been conducted through the orthogonal test. On this basis, the comprehensive evaluation model for impact of lining cracks has been established that is based on the 3 characteristic parameters including length, width and depth (ratio), thus it is possible to conduct quantitative evaluation of how longitudinal crack defect of single-track railway tunnel lining impacts lining structure safety and to create the reference table for normative evaluation.
KeywordsRailway tunnel,   Longitudinal crack,   Evaluation method,   Numerical calculation,   Safety factor     
Cite this article:   
YUAN Hongyun1, 2 CHEN Liwei2 LIU Zhiqiang2 .Method for Comprehensive Evaluation of Longitudinal Crack Defect of Lining of Single-track Railway Tunnels[J]  MODERN TUNNELLING TECHNOLOGY, 2023,V60(3): 208-216
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2023/V60/I3/208
 
No references of article
[1] JIA Lianhui1 ZHENG Wentao2 LU Yiqiang1 HE Fei1 SHANGGUAN Linjian2 ZHANG Yuxiang1.Force Analysis and Numerical Calculation Platform for Anti Back-sliding Device of TBM in Inclined Shafts[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(2): 79-86
[2] 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
[3] DONG Weijie1 ZHANG Siyang1 LI Bochang2 JIANG Yao1 CHEN Xu1 ZHENG Xiangle2 CHEN Sipan2 WU Di1.Study on TBM Jamming Problems in Jurassic and Cretaceous Argillaceous Sandstone Strata in Northern Xinjiang[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(2): 151-161
[4] KUANG Liang1 SU Wei1 TAO Weiming1 TIAN Siming2 SHEN Yusheng3 LI Xu2 WANG Huiwu1.Study on the Impact Zoning and Fortification Range of Tunnel Structures Crossing Strike-slip Faults[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(6): 45-54
[5] LI Zhanfu1 ZHANG Yu2 WANG Jun1 LV Yanyun2,3 RUI Yi2,3,4.Calculation of Horizontal Convergence Safety Factor for Tunnels in Spatially Variable Soil Based on Deep Learning[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(5): 88-98
[6] WEI Ronghua1,2 ZHANG Kangjian1,2 ZHANG Zhiqiang1,2.Optimization Study of Waterproof and Drainage Technology Parameters for Deep-buried Ditches in Railway Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(5): 183-192
[7] LI Lijun.Analysis of the Impact of Excavation on Ground Settlement and Adjacent Pipeline Deformation Considering Spatial Variability of Soil[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(5): 193-199
[8] SONG Yuepeng1 FAN Xiaofeng2 LIANG Yu2,3,4 PENG Hongguo5 ZHANG Hanwei5.Deformation Monitoring and Analysis during the Excavation of Deep Circular Shafts in Intercity Railway Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(5): 219-226
[9] LIANG Bo1NIU Jia'an1 QIN Can1 HE Shiyong2 RAN Yifeng3 ZHU Shuangkai?.Information Perception Mechanism and Evaluation Method of Highway Tunnel Lighting Environment[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(4): 14-27
[10] ZHOU Xiaojun.On Segmenting Design Method of Prefabricated Assembled Secondary Lining for High-speed Railway Tunnels Based on Cross-section Geometric Parameters[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(4): 232-243
[11] XIAO Mingqing1,2 XU Chen1,2 XIE Biting1,2.Research on the Calculation Method of Tunnel Active Support System Based on the Total Safety Factor Method[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(2): 43-51
[12] GAO Shuquan1,2,3 JIANG Liangwen1,2,3 MOU Yuancun1,2,3 LI Xing1,2,3 WANG Shudong1,2 ZHAO Siwei1,2,3.Advanced Geological Forecasting Techniques for Railway Tunnels in the Complex and Treacherous Mountainous Areas of Southwest China[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(2): 52-59
[13] WANG Mingnian1,2 DENG Tao3 YU Li1,2.Development and Prospects of Operation and Disaster Prevention Ventilation Technology in China′s Traffic Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(2): 152-166
[14] ZENG Hongrui1,2 SUN Wenhao3 HE Wei3 GUO Yalin1,2 GUO Chun1,2.Study on the Carbon Emission Prediction Model for Railway Tunnel Construction Based on Machine Learning[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(6): 29-39
[15] ZHU Xingyu LIU Zheng ZHANG Zhiqiang FENG Ying.Study on the Influence Law of Structural Design Parameters of the Railway Tunnel on Secondary Lining Cracks[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(5): 1-10
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY