Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2020, Vol. 57 Issue (1) :156-161    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Experimental Research on Image Acquisition Method of Tunnel Lining Cracks Based on Line-scanning Digital Camera
(1 Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu 610031;2 China Railway Eryuan Engineering Group Co., Ltd., Chengdu 610031)
Download: PDF (2505KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract It′s significant to detect the cracks of tunnel lining for tunnel disease detection. Aiming at the low auto? maticity, inefficiency, poor accuracy and likely missing of record in traditional tunnel lining crack detection technology, an experimental study on image acquisition method of tunnel lining is conducted based on line-scanning digital camera. The basic principle of line-scanning imaging under experimental conditions is introduced, a theoretical analysis and equipment selection of the experimental equipments and system integration are carried out, a test is conducted under experimental conditions, and image data acquisition of cracks of tunnel lining model is completed.The results show that the proposed image acquisition method can be applied to the image acquisition of tunnel lining cracks.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
LENG Biao1 CUI Zhaodong1 YANG Hui1 HOU Gaopeng1 ZHU Yongbiao2
KeywordsTunnel detection   Line-scanning digital camera   Crack detection   Image acquisition     
Abstract: It′s significant to detect the cracks of tunnel lining for tunnel disease detection. Aiming at the low auto? maticity, inefficiency, poor accuracy and likely missing of record in traditional tunnel lining crack detection technology, an experimental study on image acquisition method of tunnel lining is conducted based on line-scanning digital camera. The basic principle of line-scanning imaging under experimental conditions is introduced, a theoretical analysis and equipment selection of the experimental equipments and system integration are carried out, a test is conducted under experimental conditions, and image data acquisition of cracks of tunnel lining model is completed.The results show that the proposed image acquisition method can be applied to the image acquisition of tunnel lining cracks.
KeywordsTunnel detection,   Line-scanning digital camera,   Crack detection,   Image acquisition     
Cite this article:   
LENG Biao1 CUI Zhaodong1 YANG Hui1 HOU Gaopeng1 ZHU Yongbiao2 .Experimental Research on Image Acquisition Method of Tunnel Lining Cracks Based on Line-scanning Digital Camera[J]  MODERN TUNNELLING TECHNOLOGY, 2020,V57(1): 156-161
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2020/V57/I1/156
 
No references of article
[1] WEI Xinjiang1,2 CHEN Taotao2 WANG Xiao2 YU Xingfu1 ZHOU Lianying1.Progress in Research of the Rockburst Hazard[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(2): 1-12
[2] QIN Hui1 TANG Yu2 XIE Xiongyao3, 4 WANG Zhengzheng1.Machine Recognition Method of Tunnel Lining Voids Based on SVM Algorithm[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(2): 13-19
[3] ZHU Baohe ZHENG Bangyou DAI Yijun LIU Can.Prediction of Tunnel Coal and Gas Burst Hazard Based on Nonlinear Support Vector Machine[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(2): 20-25
[4] 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
[5] ZHANG Longguan1 DUAN Wenjun1 ZHUANG Yuanshun1 ZHANG Zhonghua1 LIU Suimei1 ZHANG Feng2.Research of Shield Big Data Preprocessing[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(2): 34-41
[6] LIAO KAI1 LI LIN2 WU JIAN1.Design and Implementation of the Tunnel Overbreak and Underbreak Detecting Information System[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(2): 42-48
[7] ZHANG Jun1 WANG Minghui1,2 XIANG Daoyin1 ZHANG Qiao1 JIANG Shuping1 LIU Weibang1.Quality Management Practice of Tunnel Secondary Lining Construction of Chongqing Section of Zhengzhou-Wanzhou High-speed Railway[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(2): 49-54
[8] QIN Pengfei.New Progress in Grouting Technology for Underground Works[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(2): 55-60
[9] ZHANG Jinlong1 GOU Changfei2 YE Fei3.Structure Design and Parameter Analysis of a Large-section Sea-crossing Shield Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(2): 61-67
[10] ZHENG Bangyou1 CHEN Fudong2 LEI Mingfeng2 WU Zhigang1 PENG Cheng1 YAO Yu1.Preliminary Study on Design Method of Waterproof Curtain Considering Ecological Environment Effect[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(2): 68-72
[11] GUO Zhijie1,2 ZHANG Cancheng1,2.Application of Electrostatic Precipitation Technology to Shengli Tunnel in Tianshan[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(2): 73-79
[12] YAN Su1,2.Six-stage Ventilation Techniques for the Large and Long Gas Tunnel with Trackless Transportation and Advance Construction of Parallel Adit[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(2): 80-85
[13] SHAN Chao1,2 GAN Lu2,3 WANG Yadong2 CAO Xiaoyong1,2 LAI Jinxing2.Analysis of Mechanical Behaviors and Deformation Characteristics of the Loess Tunnel Reinforced by Lime-soil Compaction Piles[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(2): 86-95
[14] ZHAO Wei1,2 LEI Shengxiang1,2,3 XIAO Qinghua1,2 LIU Jifeng4 CHEN Qiaofeng1,2.Study on Mechanical Effect of Steel Arch of Soft Rock Tunnel Based on Structural Characteristic Curve[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(2): 96-103
[15] YU Li1,2 WANG Zhuhong1,2 ZHANG Yiteng1,2 JIANG Yongtao1,2 Wang Mingnian1,2.Influence of Earth-Rock Interface Height on Safety of Primary Support Structure of the Shallow-buried Loess Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(2): 104-109
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY