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Mining Technology and Mine Management

Application of 3D Laser Scanning Technology to Identification of Rock Mass Structural Plane in Roadway of Underground Mine

  • Jielin LI , 1 ,
  • Chengye YANG 1 ,
  • Chaozhi PENG 2 ,
  • Keping ZHOU 1 ,
  • Ruikai LIU 1, 3
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  • 1. School of Resources and Safety Engineering,Central South University,Changsha 410083,Hunan,China
  • 2. Kafang Branch Co. ,Ltd. ,Yunnan Tin Group,Gejiu 661000,Yunnan,China
  • 3. Tianhe Daoyun (Beijing) Technology Co. ,Ltd. ,Beijing 100176,China

Received date: 2020-07-10

  Revised date: 2020-10-14

  Online published: 2021-05-28

Highlights

In the mining process of underground mines,the work of engineering geological investigation of the roadway is the necessarily for the rock mass stability evaluation. Through the mapped geometric parameters of the structural plane,a computer program was used to establish a three-dimensional model of the structural plane and the underground roadway to analyze the structural characteristics of rock mass. However,due to the complex rock mass conditions of the underground roadway,the limited exposure and variability of rock face orientation in roadways must be taken into account. Traditional methods for the mapping of structural planes such as scan-line mapping and window mapping are restricted by the complex environment of underground engineering that cannot be obtained accurate data. This would result in insufficient quantity and poor quality of the obtained structural plane data,which makes it impossible to accurately analyze the structural characteristics of rock mass in underground roadway. In order to accurately obtain the structural plane information of the underground roadway,3D laser scanning technology was used to research on the detection and identification of rock mass structural planes in underground mine. The work flow of the 3D laser scanning system and its principle,point cloud data processing,and structure plane information extraction was explained. Then,the 3D laser scanning and structural plane information extraction were carried out at the roadways of 1 430 m level,1 440 m level and 1 450 m level of the Dabaiyan area Ⅰ-51# ore cluster of Kafang Branch of Yunnan Tin Co.,Ltd. Finally,the structural plane data obtained by the traditional measurement methods and the 3D laser scanning measurement were compared and analyzed. The results show that the structural plane data obtained by the 3D laser scanning measurement method in underground mine is more abundant,comprehensive and accurate than traditional measurement methods. Using the characteristics of fast 3D laser scanning operation speed and wide scanning range can greatly reduce the working time of surveying personnel in the harsh environment of underground roadway,thereby improving the work efficiency of surveying personnel and ensuring work safety. In addition,the virtual point cloud data of the structural plane obtained by the 3D laser scanning can be directly generated by the post-processing software to directly generate the 3D model of the structural plane,thereby quickly interacting with other rock mass structure analysis software,reducing repeated modeling steps.3D laser scanning technology can provide an efficient method for the engineering geological investigation of rock mass structural plane in underground mine.

Cite this article

Jielin LI , Chengye YANG , Chaozhi PENG , Keping ZHOU , Ruikai LIU . Application of 3D Laser Scanning Technology to Identification of Rock Mass Structural Plane in Roadway of Underground Mine[J]. Gold Science and Technology, 2021 , 29(2) : 236 -244 . DOI: 10.11872/j.issn.1005-2518.2021.02.123

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http://www.goldsci.ac.cn/article/2021/1005-2518/1005-2518-2021-29-2-236.shtml

Barla G Barla M2000.Continuum and discontinuum modelling in tunnel engineering[J]. The Mining-Geological-Petroleum Engineering Bulletin,12:45-57.

Chen Na2018.The Structural Information and Deformation Monitoring of Rock Slope Based on 3D Laser Scanning Technology[D].Wuhan:Wuhan University.

Chen S W Walske M L Davies I J2018.Rapid mapping and analysing rock mass discontinuities with 3D terrestrial laser scanning in the underground excavation[J].International Journal of Rock Mechanics and Mining Sciences110(1):28-35.

Dong Xiujun Huang Runqiu2006.Application of 3D laser scanning technology in geological survey of high and steep slopes[J].Chinese Journal of Rock Mechanics and Engineering25(Supp.2):3629-3635.

Fekete S Diederichs M2013.Integration of three-dimensional laser scanning with discontinuum modelling for stability analysis of tunnels in blocky rockmasses[J].International Journal of Rock Mechanics and Mining Sciences57(1):11-23.

Ferrero A M Forlani G Roncella R al et2009.Advanced geostructural survey methods applied to rock mass characterization[J].Rock Mechanics and Rock Engineering42(4):631-665.

Ge Y F Tang H M Xia D2018.Automated measurements of discontinuity geometric properties from a 3D-point cloud based on a modified region growing algorithm[J].Engineering Geology,242:44-54.

Ge Yunfeng Tang Huiming Li Wei al et2016.Evaluation for deposit areas of rock avalanche based on features of rock mass structure[J].Earth Science41(9):1583-1592.

Ge Yunfeng Xia Ding Tang Huiming al et2017.Intelligent identification and extraction of geometric properties of rock discontinuities based on terrestrial laser scanning[J].Chinese Journal of Rock Mechanics and Engineering36(12):3050-3059.

He Bingshun Ding Liuqian Sun Ping2007.Application of three-dimensional laser scanning system in the identification of rock mass structural plane[J].Journal of China Institute of Water Resources and Hydropower Research5(1):45-47.

Jing Hongdi Li Yuanhui Zhang Zhong al et2015.Extraction of rock mass structural plane information based on 3D laser scanning[J].Journal of Northeastern University (Natural Science Edition)36(2):280-283.

Lato M J Diederichs M S Hutchinson D J al et2009.Optimization of LiDAR scanning and processing for automated structural evaluation of discontinuities in rock masses[J].International Journal of Rock Mechanics and Mining Sciences46(1):194-199.

Lato M J Diederichs M S Hutchinson D J2010.Bias correction for view-limited lidar scanning of rock outcrops for structural characterization[J].Rock Mechanics and Rock Engineering43(5):615-628.

Li X J Chen Z Y Chen J Q al et2019.Automatic characterization of rock mass discontinuities using 3D point clouds[J].Engineering Geology259(2):1-16.

Liu Changjun Ding Liuqian Sun Dongya2011.Fully automatic fuzzy cluster analysis and geometric information acquisition of rock mass structural plane based on laser point cloud data[J].Chinese Journal of Rock Mechanics and Engineering30(2):358-364.

Lu Peiqing Tang Chao2020.Application of mobile 3D laser scanning technology in deformation monitoring of subway tunnels[J].Surveying and Mapping Bulletin14(5):155-160.

Otoo J N Maerz N H Li X al et2013.Verification of a 3-D lidar viewer for discontinuity orientations[J].Rock Mechanics and Rock Engineering46(3):543-554.

Shi Genhua1981.Geometric method of rock mass stability analysis[J].Chinese Science,(4):487-495.

Song Jie Hu Hui Azzam R2013.Finite element analysis of jointed rock slope based on LiDAR technology [J].Journal of Rock Mechanics and Engineering32(Supp.2):3973-3977.

Sturzenegger M Stead D2009.Close-range terrestrial digital photogrammetry and terrestrial laser scanning for discontinuity characterization on rock cuts[J].Engineering Geology106(3):163-182.

Xu Du Feng Xiating Li Shaojun al et2018.Testing technology and application of laser scanning tunnel deformation and rock structure plane[J].Chinese Journal of Geotechnical Engineering40(7):1336-1343.

Zhang Chi Wang Shijie Chen Xijiang al et2019.Monitoring method of tunnel deformation near blasting construction based on 3D laser scanning technology[J].Blasting36(1):139-146.

Zhou Weiyuan1989.Advanced Rock Mechanics[M].Beijing:Water Resources and Hydropower Press.

陈娜,2018.基于三维激光扫描的边坡岩体结构信息提取和变形监测研究[D].武汉:武汉大学.

董秀军,黄润秋,2006.三维激光扫描技术在高陡边坡地质调查中的应用[J].岩石力学与工程学报25(增2):3629-3635.

葛云峰,唐辉明,李伟,等,2016.基于岩体结构特征的高速远程滑坡致灾范围评价[J].地球科学41(9):1583-1592.

葛云峰,夏丁,唐辉明,等,2017.基于三维激光扫描技术的岩体结构面智能识别与信息提取[J].岩石力学与工程学报36(12):3050-3059.

何秉顺,丁留谦,孙平,2007.三维激光扫描系统在岩体结构面识别中的应用[J].中国水利水电科学研究院学报5(1):45-47.

荆洪迪,李元辉,张忠,等,2015.基于三维激光扫描的岩体结构面信息提取[J].东北大学学报(自然科学版)36(2):280-283.

刘昌军,丁留谦,孙东亚,2011.基于激光点云数据的岩体结构面全自动模糊群聚分析及几何信息获取[J].岩石力学与工程学报30(2):358-364.

陆培庆,唐超,2020.移动式三维激光扫描技术在地铁隧道变形监测中的应用[J].测绘通报14(5):155-160.

石根华,1981.岩体稳定分析的几何方法[J].中国科学,(4):487-495.

宋杰,胡辉, Azzam R2013.基于 LiDAR 技术的节理岩质边坡有限元分析[J].岩石力学与工程学报32(增2):3973-3977.

许度,冯夏庭,李邵军,等,2018.激光扫描隧洞变形与岩体结构面测试技术及应用[J].岩土工程学报40(7):1336-1343.

张弛,王世杰,陈西江,等,2019.基于三维激光扫描技术的临近爆破施工隧道变形监测方法[J].爆破36(1):139-146.

周维垣,1989.高等岩石力学[M].北京:水利水电出版社.

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