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] CHEN Jingxu CAI Yongchang.Research on Virtual Joint Test Method of Shield Tunnels Based on Independent Cover Isogeometric Shell Model[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(2): 22-27
[2] LU Junfu1 ZHANG Hongxin1 PEI Qifan2.Classification Method of Monitoring Level in Railway Tunnel Construction Phase and Its Application[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(1): 202-208
[3] ZHANG Minqing1 XIN Weike1 JIA Dapeng1 SI Jingzhao2 WANG Huanlong3.Study and Application of Key Technical Parameters of Pre-grouting in High-pressure Water-rich Deep Shaft Face[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(6): 177-186
[4] DUAN Lian1 LI Yongheng2 WU Jianghang1.Stability Evaluation for the Lining Structures of Tunnels with Large Corrosion Areas in Sulfate Environment[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(5): 212-220
[5] ZHOU Xiaojun1 NING Yuansi2 YANG Changyu3.Design and Engineering Application of Prefabricated Structure for Secondary Lining Arch of Double-Track Railway Tunnels Constructed by the Mining Method[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(4): 204-217
[6] LI Weilin1 ZHANG Guang1 ZHU Yingwei1 HU Shaohua1,2.A 3D Numerical Simulation Study on the Ventilation of T-Shaped Tunnels with Different Bifurcation Angles during Construction[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(4): 158-166
[7] WANG Mingnian1,2 GUO Xiaohan1,2 NI Guangbin3 YU Li1,2 LI Chunhui1,2.A Discussion on the Control Standards for Smoke CO Concentration during Fires in High-altitude Railway Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(3): 40-45
[8] LIU Zhiliang1 LIN Houlai1 LI Liang1 LI Dongxian1 GAO Yuan2 XU Liang1 HU Jun3.Analysis on the Reliability of Tunnel System Based on Multiple Response Surface Methodology and Monte Carlo Method[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(3): 78-87
[9] YAO Jie1,2.Analysis on Factors Influencing the Pneumatic Load during Train Operation in High-speed Railway Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(3): 166-171
[10] XIAO Mingqing1,2 XU Chen1,2 ZHENG Qiang1,2 PENG Changsheng1,2.Study on the Support Structure Design of Spatially Small-spaced Four-tube Section of He′ao Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(2): 1-10
[11] WANG Mingnian1,2 YANG Henghong1,2 ZHANG Yiteng1,2 LIU Kerui1,2 YU Li1,2.Research and Application of the Safety Coefficient Method for the Middle Rock Pillar of Parallel Tunnels with Small Clear Distance[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(2): 11-19
[12] CHEN Guodong1 GAN Mufei2 LIU Ke2.Key Design Technologies for Mechanized Construction of Railway Tunnels by Drilling and Blasting Method[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(2): 200-209
[13] ZHANG Peng1 WANG Lichuan2, 3 LI Linyi3 YAO Yong1 ZHANG Xuemin3 ZHENG Bo4 LIU Maobing5.The Concept and Practice of Treatment for Damage in Railway Tunnel Linings Caused by High-pressure Karst Water[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(2): 227-241
[14] YUAN Wei1 LU Junfu2 LIU Jinsong1 WU Junmeng1.Cause Analysis of Persistent Heaving of Tunnel Floors in Red-bed Mudstone with Complex Geo-stress[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(2): 242-250
[15] SUN Yi.Analysis on Gas Characteristics of the Sichuan Red-bed Section of ChengduGuiyang Railway and Suggestion on Division of Gas Working Areas in the Survey Stage[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(1): 195-199
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY