摘要
随着激光扫描硬件设备的升级优化,三维激光扫描仪与其他设备更加易于集成,数据采集简单迅速,可实时处理点云数据,快速构建三维模型。与传统变形监测方法相比,将三维模型用于变形监测更加全面,自动化、智能化强度高,实时性好,且精度高。本文简单介绍了三维激光扫描系统的国内外研究现状、工作原理和分类,与传统变形监测方法作了比较,详细分析了三维激光扫描系统在变形监测中的应用。
With the upgrade and optimization of laser scanning device,the integration of 3D laser scanner with other equipment is becoming easier.Simple and quick data acquisition,as well as the ability of real-time processing point cloud data,make it possible to build a 3D model rapidly and conveniently.Compared with the traditional deformation monitoring methods,3D model is more comprehensive,intelligent,real-time,with high precision.This paper simply introduces the research status of 3D laser scanning technology,and it's principle and classification.Through comparing with the traditional deformation monitoring method,we list the advantage of 3D scanner and analyze it's wide applications in deformation monitoring.
引文
[1]岳建平,方露,黎昵.变形监测理论与技术研究进展[J].测绘通报,2008(7):1-4.
[2]王晓华,胡友健,柏柳.变形监测研究现状综述[J].测绘科学,2006,31(2):130-132.
[3]徐源强,高井祥,王坚.GPS在三维激光扫描中的应用[J].煤炭工程,2010,1(9):88-90.
[4]殷国伟.机载三维激光成像系统地面点提取与曲面拟合算法研究[D].山东青岛:中国海洋大学,2010.
[5]黄飒.三维激光扫描技术应用于古建筑测绘及其数据处理研究[D].河南焦作:河南理工大学,2012.
[6]吴海若.融合车载扫描和航空影像数据的建筑物三维建模[D].北京:首都师范大学,2013.
[7]张熙,刘晓东,孙伟,等.车载激光扫描技术在西藏公路改扩建中的应用[J].公路交通科技:应用技术版,2011(10):155-157.
[8]张国辉.基于三维激光扫描仪的地形变化监测[J].仪器仪表学报,2006(z1):96-97.
[9]马素文.三维激光扫描在测量中的应用现状[J].山西建筑,2011,37(009):207-208.
[10]姜兴阁.论变形监测技术的现状与发展趋势[J].矿山测量,2012(4):7-10.
[11]罗德安,朱光,陆立,等.基于3维激光影像扫描技术的整体变形监测[J].测绘通报,2005,(7):40-42.
[12]邢正全,邓喀中.三维激光扫描技术应用于开采沉陷监测研究[J].测绘信息与工程,2011,36(3):13-15.
[13]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,2010,31(7):2188-2191.
[14]黄晓阳,栾元重,闫勇,等.基于三维激光扫描测量技术的井架变形观测[J].工程勘察,2012,40(4):66-69.
[15]Chen B,Deng K,Fan H,et al.Large-scale deformation monitoring in mining area by D-InSAR and 3D laser scanning technology integration[J].International Journal of Mining Science and Technology,2013,23(4):555-561.
[16]Zhou D,Wu K,Chen R,et al.GPS/terrestrial 3D laser scanner combined monitoring technology for coal mining subsidence:a case study of a coal mining area in Hebei,China[J].Natural Hazards,2014,70(2):1197-1208.
[17]Wilkinson M W,McCaffrey K J W,Roberts G P,et al.Distribution and magnitude of post‐seismic deformation of the 2009L’Aquila earthquake(M6.3)surface rupture measured using repeat terrestrial laser scanning[J].Geophysical journal international,2012,189(2):911-922.
[18]陈致富,陈德立,杨建学.三维激光扫描技术在基坑变形监测中的应用[J].岩土工程学报,2012,34(suppl):557-559.
[19]习晓环,骆社周,王方建,等.地面三维激光扫描系统现状及发展评述[J].地理空间信息,2013,10(6):13-15.
[20]Axelsson P.DEM generation from laser scanner data using adaptive TIN models[J].International Archives of Photogrammetry and Remote Sensing,2000,33(B4/1;PART 4):111-118.
[21]Wack R,Wimmer A.Digital terrain models from airborne laserscanner data-agrid based approach[J].International Archives of Photogrammetry Remote Sensing and Spatial Information Sciences,2002,34(3/B):293-296.
[22]WANG J,GAO J,Liu C,et al.High precision slope deformation monitoring model based on the GPS/Pseudolites technology in open-pit mine[J].Mining Science and Technology(China),2010,20(1):126-132.
[23]Ramírez-Ruiz J J,Santiago-Jiménez H,AlatorreChávez E,et al.EDM deformation monitoring of the 1997-2000activity at Volcán de Colima[J].Journal of volcanology and geothermal research,2002,117(1):61-67.