›› 2006, Vol. 27 ›› Issue (S1): 385-388.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Application of digital image processing to tunnel driving face

LENG Biao, QIU Wen-ge, DU Cheng   

  1. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
  • Received:2006-05-10 Published:2006-12-15

Abstract: During tunneling, geological logging and rock mass classification are two major tasks to be concerned, so tunnel driving face image analysis is essential. Traditional analysis is time-consuming, costly and the effect is different with different operators. While conventional approaches are limited, graph and image processing and 3D modeling technology were adopted for tunnel driving face imaging. Tunnel driving face geology image system (TFGIS) was designed to manipulate tunnel driving face, so that rock edges and rock characteristic information can be acquired, by which rock mass was classified. After processing a series of driving face images which were snapped by tracking when tunneling and marking corresponding rocks between two adjacent driving face images, according to rock corresponding relation, 3D tunnel model was built up, which can be regarded as reference information for tunneling.

Key words: image processing, 3D modeling, tunnel driving face

CLC Number: 

  • U45
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] LANG Ying-xian, LIANG Zheng-zhao, DUAN Dong, CAO Zhi-lin, . Three-dimensional parallel numerical simulation of porous rocks based on CT technology and digital image processing [J]. Rock and Soil Mechanics, 2019, 40(3): 1204-1212.
[2] HUANG Wei, XIANG Wei, WANG Jing-e, CHENG Chao-jie, CUI De-shan, LIU Qing-bing,. Development and application of digital image processing technology based soil tensile apparatus [J]. , 2018, 39(9): 3486-3494.
[3] XIA Jia-guo, GAO Wei, CHENG Ya-xing, HU Rui-lin, XU Pei-fen, SUI Hao-yue, . A new approach for precise detection of the geological structure of soil-rock mixture deposit and its application [J]. , 2018, 39(8): 3087-3094.
[4] FU Ru, HU Xin-li, ZHOU Bo, WANG Hua-bin, WANG Jian-feng,. A quantitative characterization method of 3D morphology of sand particles [J]. , 2018, 39(2): 483-490.
[5] CUI Meng, LIU Jie, HAN Shang-yu, HONG Bao-ning,. Development and application of microstructure change test system for soil tensile failure process [J]. , 2018, 39(11): 4278-4286.
[6] SUN Kai-qiang, TANG Chao-sheng, LIU Chang-li, LI Hao-da, WANG Peng, LENG Ting. Research methods of soil desiccation cracking behavior [J]. , 2017, 38(S1): 11-26.
[7] WANG Pei-tao, REN Fen-hua, TAN Wen-hui, YAN Zhen-xiong, CAI Mei-feng, YANG Tian-hong.. Model of roughness discrete fractures network for uniaxial compressive test and its mechanical properties [J]. , 2017, 38(S1): 70-78.
[8] CHEN Qing-fa, YANG Jia-cai, GAO Yuan, NIU Wen-jing, CHEN Da-peng, LIU Jun-guang,. Comparative study of construction method for 3D numerical model of large complex geologic body [J]. , 2016, 37(S2): 753-760.
[9] SUN De-an, HUANG Ding-jun. Soil-water and deformation characteristics of Nanyang expansive soil after wetting-drying cycles [J]. , 2015, 36(S1): 115-119.
[10] AN Chen-hao, XU Jin-ming, SUN Hao, LIU Fang. Shape changes of various minerals on granite surface during uniaxial compression test [J]. , 2015, 36(S1): 471-476.
[11] SHAO Long-tan , GUO Xiao-xia , LIU Gang , LIU Xiao,. Application of digital image processing technique to measuring specimen deformation in triaxial test [J]. , 2015, 36(S1): 669-684.
[12] YIN Yan-chun , ZHAO Tong-bin , TAN Yun-liang , YU Feng-hai , . Reconstruction and numerical test of the mesoscopic model of rock based on Otsu digital image processing [J]. , 2015, 36(9): 2532-2540.
[13] YU Xiang, SUN De-an, SUN Wen-jing. Water-retention and deformation characteristics of Gaomiaozi Ca-bentonite during wetting-drying cycles [J]. , 2015, 36(5): 1339-1346.
[14] CHEN Shi-jiang ,ZHU Wan-cheng , YU Qing-lei ,WANG Qing-yuan, . Shear strength research on rock joint surfaces based on multifractal theory [J]. , 2015, 36(3): 703-710.
[15] LI Chang-sheng, ZHANG Dan, WANG Hong-xian, DU Sha-sha. 3D mesh generation for soil-rock mixture based on CT scanning [J]. , 2014, 35(9): 2731-2736.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LI Ying-yong,ZHANG Ding-li,ZHANG Hong-bo,SONG Xiu-guang. Research on failure mechanism and effects of prestressed anchor cables for reinforcing slopes[J]. , 2010, 31(1): 144 -150 .
[2] ZHANG Xiu-cheng,WANG Yi-zhong,FU Xu-dong. Experimental research on wetting deformation of clayey soil of a freeway subgrade with different stress paths[J]. , 2010, 31(6): 1791 -1796 .
[3] WANG Shui-lin,WU Zhen-jun,LI Chun-guang,TANG Hua. Modeling of strain-softening and analysis of a lining for circular tunnel[J]. , 2010, 31(6): 1929 -1936 .
[4] HUANG Qiang-bing,PENG Jian-bing,DENG Ya-hong,FAN Wen. Design parameters of Xi’an metro line 2 tunnel passing through active ground fissure zones[J]. , 2010, 31(9): 2882 -2888 .
[5] ZHANG Yong,GAO Wen-long,ZHAO Yun-yun. Influence research of coal seam mining and pole foundation stability of 1 000 kV UHV transmission line[J]. , 2009, 30(4): 1063 -1067 .
[6] TONG Jian-jun , WANG Ming-nian , LI Pei-nan , WANG Yu-suo. Research for excavation and support design parameters of highway tunnel surrounding rock sub-classification[J]. , 2011, 32(S1): 515 -0519 .
[7] DONG Hui ,HOU Jun-min ,FU He-lin ,YANG Guo-yue. Support vector machine extrapolation prediction of tunnel arch-top deformation time series based on case-based reasoning[J]. , 2011, 32(7): 2099 -2105 .
[8] ZHANG Zhong-miao , LIU Jun-wei , YU Feng , XIE Zhi-zhuan. Research on plugging effect of jacked prestressed concrete pipe pile[J]. , 2011, 32(8): 2274 -2280 .
[9] SHEN Rui , XIONG Wei , GAO Shu-sheng. Similarity theory of waterflooding experiment in low permeability cores[J]. , 2012, 33(3): 773 -777 .
[10] YAN Shao-jun,FANG Yun,TANG Zhao-hui. Research on inclination reason of north and south pagodas of Chongsheng Temple, Dali, Yunnan province[J]. , 2012, 33(11): 3367 -3373 .