三维激光扫描技术在高边坡危岩体调查中的应用与讨论

黄江,石豫川,吉锋,段伟锋

长江科学院院报 ›› 2013, Vol. 30 ›› Issue (11) : 45-49.

PDF(1966 KB)
PDF(1966 KB)
长江科学院院报 ›› 2013, Vol. 30 ›› Issue (11) : 45-49. DOI: 10.3969/j.issn.1001-5485.2013.11.0102013,30(11):45-49
工程安全与灾害防治

三维激光扫描技术在高边坡危岩体调查中的应用与讨论

  • 黄江1,石豫川1,吉锋1,段伟锋2
作者信息 +

Discussion on the Application of 3-D Laser Scanning Technology to the Investigation of High Slop Perilous Rockmass

  • HUANG Jiang1,SHI Yu-chuan1,JI Feng1,DUAN Wei-feng2
Author information +
文章历史 +

摘要

高边坡危岩体传统调查难度大,危险性高,三维激光扫描技术的高效率、高精度、远距离非接触测量等优势弥补了传统地质勘察方法的缺点。利用三维激光扫描技术可优化传统地质调查过程,且室内数据处理软件技术成熟,可实现对危岩体的定量分析,如:危岩体几何尺寸测量,高精度危岩剖面图,结构面产状、迹长、连通率、间距等测量,危岩体三维坐标精确获取及危岩体边界范围准确界定等;另外,通过三维激光扫描技术后处理软件的二次开发,并对建立信息化危岩稳定性评价系统进行初步研究,从理论上论证了其可行性。由此可见,三维激光扫描技术在高边坡危岩体调查中具有较高的应用价值与广阔前景。

Abstract

Traditional approach of investigating high slope perilous rock is very difficult and dangerous. Three-dimensional laser scanning with high efficiency, high accuracy and remote non-contact measurement makes up the deficiencies of traditional geological investigation methods. By 3-D laser scanning, traditional geological investigation process can be optimized. Moreover, with the development of indoor data processing softwares, quantitative analysis on perilous rocks can be conducted, for instance, the measurement of geometric dimension of perilous rock, highly accurate real tangent geologic profile, measurement of structural plane occurrence, trace length, connectivity rate and spacing, as well as the acquisition of space coordinate and the determining of perilous rock body boundary. In addition, by redeveloping post processing software for 3-D laser scanning and establishing rock stability assessment system, the feasibility has been proved in theory. Thus it can be seen, 3-D laser scanning has broad application and prospect in geological exploration.

关键词

危岩体 / 高边坡 / 三维激光扫描技术 / 多元化应用

Key words

perilous rockmass / high slope / 3-D laser scanning / diversified application

引用本文

导出引用
黄江,石豫川,吉锋,段伟锋. 三维激光扫描技术在高边坡危岩体调查中的应用与讨论[J]. 长江科学院院报. 2013, 30(11): 45-49 https://doi.org/10.3969/j.issn.1001-5485.2013.11.0102013,30(11):45-49
HUANG Jiang,SHI Yu-chuan,JI Feng,DUAN Wei-feng. Discussion on the Application of 3-D Laser Scanning Technology to the Investigation of High Slop Perilous Rockmass[J]. Journal of Changjiang River Scientific Research Institute. 2013, 30(11): 45-49 https://doi.org/10.3969/j.issn.1001-5485.2013.11.0102013,30(11):45-49
中图分类号: TB874    TU413.61   

参考文献

[1] 黄润秋.中国西南岩石高边坡的主要特征及其演化[J].地球科学进展,2005,20(3):292-297.(HUANG Run-qiu. Main Characteristics of High Rock Slopes in Southwestern China and Their Dynamic Evolution[J]. Advance in Earth Sciences, 2005, 20(3): 292-297.(in Chinese))
[2] 胡厚田.崩塌与落石[M].北京:中国铁道出版社,1989.(HU Hou-tian. Landfall and Rockfall[M]. Beijing: Chinese Railway Publishing House, 1989.(in Chinese))
[3] 陈洪凯,唐红梅,叶四桥,等.危岩防治原理[M].北京:地震出版社,2006.(CHEN Hong-kai, TANG Hong-mei, YE Si-qiao, et al. Principles of Preventing and Controlling Techniques for Unstable Perilous Rock Mass[M]. Beijing: Earthquake Press, 2006.(in Chinese))
[4] 董秀军,黄润秋. 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,2006,25(增2):3629-3635.(DONG Xiu-jun, HUANG Run-qiu. Application of 3D Laser Scanning Technology to Geologic Survey of High and Steep slope[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(Sup.2): 3629-3635.(in Chinese))
[5] 董秀军.三维激光扫描技术获取高精度DTM的应用研究[J].工程地质学报,2007,59(3):428-432.(DONG Xiu-jun. Research on Application of 3D Laser Scanning Technology in Acquiring DTM With High Accuracy and Resolution[J]. Journal of Engineering Geology, 2007, 59(3): 428-432.(in Chinese))
[6] ZHOU Yang, CUI Meng, YANG Lei. Application of 3D Laser Scanner in Topographic Change Monitor and Analysis[C]∥Proceedings of 9th International Conference on Electronic Measurement and Instruments.Beijing, China, August 16-19, 2009: 4382-4385.
[7] 刘 宏,董秀军,向喜琼,等.用三维激光成像技术调查高陡边坡岩体结构[J].中国地质灾害与防治学报,2006,(4):38-41,45.(LIU Hong, DONG Xiu-jun, XIANG Xi-qiong, et al. Investigation of Rock Mass Discontinuity by 3D Laser Imaging Technique on a Large and Stiff Slop[J]. The Chinese Journal of Geological Hazard and Control, 2006,(4): 38-41,45.(in Chinese))
[8] 霍俊杰,黄润秋,董秀军,等.3D激光扫描与岩体结构精细测量方法比较研究——以锦屏Ⅰ级水电站为例[J].湖南科技大学学报(自然科学版),2011,26(3):39-44.(HUO Jun-jie, HUANG Run-qiu, DONG Xiu-jun, et al. Comparison Analysis on 3D Laser Scanning Technology and Refined Mesh Investigation of Rock Mass Structure: Based on Jinping I Hydropower Station[J]. Journal of Hunan University of Science Technology (Natural Science), 2011,26(3):39-44.(in Chinese))
[9] 徐进军,王海城,罗喻真,等.基于三维激光扫描的滑坡变形监测与数据处理[J].岩土力学,2010,(7):2188-2191.(XU Jin-jun, WANG Hai-cheng, LUO Yu-zhen, et al. Deformation Monitoring and Data Processing of Landslide Based on 3D Laser Scanning[J]. Rock and Soil Mechanics, 2010, (7):2188-2191.(in Chinese))
[10]刘卫华,黄润秋,裴向军,等.危岩体调查及稳定性工程地质分类方法探讨[J].地下空间与工程学报,2007,22(增1):1269-1273.(LIU Wei-hua, HUANG Run-qiu, PEI Xiang-jun, et al. Discussion on Survey and Stability Engineering Geology Classification Method for Potential Unstable Rock Masses[J]. Chinese Journal of Underground Space and Engineering, 2007,22(Sup.1): 1269-1273.(in Chinese))
[11]董秀军,戚万权.徕卡ScanStation2激光扫描仪在水电工程地质编录中的应用[J].测绘通报,2011,(6):84-85.(DONG Xiu-jun, QI Wan-quan. Application of Leica ScanStation2 Laser Scanner to the Geological Record for Hydropower Projects[J]. Bulletin of Surveying and Mapping, 2011,(6): 84-85.(in Chinese))
[12]BATTON N R. Review of a New Shear Strength Criterion for Rock Joints[J]. Engineering Geology Elsevier, 1973, 1(7): 287-332.
[13]黄润秋.结构面起伏度的定量研究——拟合的一个应用实例[J].水文地质工程地质,1992,(6):6-10.(HUANG Run-qiu. A Quantitative Study of Undulations of Discontinuities[J]. Hydrogeology Engineering Geology,1992,(6): 6-10.(in Chinese))
[14]吉 锋.硬性结构面粗糙度系数量化确定及其工程应用[J].水文地质工程地质,2010,37(3):84-86.(JI Feng. Quantization Research and Project Application of Roughness Coefficient of a Rigid Structure Plane[J]. Hydrogeology Engineering Geology, 2010, 37(3): 84-86.(in Chinese))

基金

地质灾害防治与地质环境保护国家重点实验室自由探索课题(SKLGP2011Z009)

PDF(1966 KB)

Accesses

Citation

Detail

段落导航
相关文章

/