Comparison of image-based and time-of-flight-based technologies for three-dimensional reconstruction of infrastructure

Journal of Construction Engineering and Management

Volumn 139, Issue 1, 2013, Pages 69-79

  Dai, Fei ^a,b   Rashidi, Abbas ^b   Brilakis, Ioannis ^b,c   Vela, Patricio ^d  

^a West Virginia University   (United States)

^b Georgia Institute of Technology   (United States)

^c UNIVERSITY OF CAMBRIDGE   (United Kingdom)

^d GEORGIA INSTITUTE OF TECHNOLOGY   (United States)

Author keywords

Comparative study; Laser scanning; Measurement accuracy; Photogrammetry; Spatial data collection; Three dimensional reconstruction; Videogrammetry

Indexed keywords

COMPARATIVE STUDIES; LASER SCANNING; MEASUREMENT ACCURACY; SPATIAL DATA; THREE-DIMENSIONAL RECONSTRUCTION; VIDEOGRAMMETRY;

BRIDGES; CAMERAS; COST EFFECTIVENESS; LASER APPLICATIONS; LASERS; PHOTOGRAMMETRY; SENSORS;

THREE DIMENSIONAL;

EID: 84872744697     PISSN: 07339364     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CO.1943-7862.0000565     Document Type: Article

References (41)

1. Adam Technology. (2008). " Laser scanning vs digital photogrammetry." Technical Rep., http://www.amerisurv.com/PDF/ LaserScanningVsPhotogrammetry080108.pdf;.
2. Akinci, B., Boukamp, F., Gordon, C., Huber, D., Lyons, C., and, Park, K. (2006). " A formalism for utilization of sensor systems and integrated project models for active construction quality control." Autom. Constr., 15 (2), 124-138. AUCOES 0926-5805 10.1016/j.autcon.2005.01.008
3. Autodesk. (2011). " Photo Fly." Code available at http://labs.autodesk.com/utilities/photo-scene-editor/;.
4. Baltsavias, E. (1999). " A comparison between photogrammetry and laser scanning." ISPRS J. Photogram. Rem. Sens., 54 (2-3), 83-94. IRSEE9 0924-2716 10.1016/S0924-2716(99)00014-3
5. Boehler, W., and, Marbs, A. (2003). " Investigating laser scanner accuracy." White paper, http://hds.leica-geosystems.com/hds/en/ Investigating-Acurracy-Mintz-White-Paper.pdf;.
6. Bosche, F., Haas, C., and, Akinci, B. (2009). " Performance of a new approach for automated recognition of project 3D CAD model objects in site 3D laser scans." J. Comput. Civ. Eng., 23 (6), 311-318. JCCEE5 0887-3801 10.1061/(ASCE)0887-3801(2009)23:6(311)
7. Brilakis, I., Fathi, H., and, Rashidi, A. (2011). " Progressive 3D reconstruction of infrastructure with videogrammetry." Autom. Constr., 20 (7), 884-895. AUCOES 0926-5805 10.1016/j.autcon.2011.03.005
8. Chae, S., and, Kano, N. (2007). " Application of location information by stereo camera images to project progress monitoring." 24th Int. Symp. on Automation and Robotics in Construction, Construction Automation Group, I.I.T. Madras, 89-92.
9. Chandler, J. H., Fryer, J. G., and, Jack, A. (2005). " Metric capabilities of low-cost digital cameras for close range surface measurement." Photogram. Rec., 20 (109), 12-26. PGREAY 0031-868X 10.1111/phor.2005.20.issue-109
10. Clark, J., and, Robson, S. (2004). " Accuracy of measurements made with a Cyrax 2500 laser scanner against surfaces of known colour." Surv. Rev., 37 (294), 626-638.
11. Dai, F., Dong, S., Kamat, V. R., and, Lu, M. (2011). " Photogrammetry assisted measurement of interstory drift for rapid post-disaster building damage reconnaissance." J. Nondestr. Eval., 30 (3), 201-212. JNOED5 0195-9298 10.1007/s10921-011-0108-6
12. Fryer, J. G., and, Mitchell, H. L. (1987). " Radial distortion and close range stereophotogrammetry." Aust. J. Geodes. Photogram. Survey, 46/47, 123-138. AJGSDG 0159-8910
13. Furukawa, Y., and, Ponce, J. (2010). " Accurate, dense, and robust multiview stereopsis." IEEE Trans. Pattern Anal. Mach. Intell., 32 (8), 1362-1376. Source code at http://grail.cs.washington.edu/software/pmvs/;. ITPIDJ 0162-8828 10.1109/TPAMI.2009.161
14. Golparvar-Fard, M., Bohn, J., Teizer, J., Savarese, S., and, Peña-Mora, F. (2011). " Evaluation of image-based modeling and laser scanning accuracy for emerging automated performance monitoring techniques." Autom. Constr., 20 (8), 1143-1155. AUCOES 0926-5805 10.1016/j.autcon.2011.04.016
15. Golparvar-Fard, M., Peña-Mora, F., and, Savarese, S. (2009). " Application of D4AR-A 4-dimensional augmented reality model for automating construction progress monitoring data collection, processing and communication." J. Inf. Tech. Constr., 14, 129-153. 1874-4753
16. Gong, J., and, Caldas, C. H. (2008). " Data processing for real-time construction site spatial modeling." Autom. Constr., 17 (5), 526-535. AUCOES 0926-5805 10.1016/j.autcon.2007.09.002
17. Gordon, S., Lichti, D. D., Stewart, M. P., and, Tsakiri, M. (2001). " Metric performance of a high-resolution laser scanner." Proc. SPIE, 4309, 174-184. PSISDG 0277-786X
18. Horn, K. P. B. (1987). " Closed-form solution of absolute orientation using unit quaternions." J. Opt. Soc. Am. A, 4 (4), 629-642. JOAOD6 0740-3232 10.1364/JOSAA.4.000629
19. Ibrahim, Y. M., Lukins, T. C., Zhang, X., Trucco, E., and, Kaka, A. P. (2009). " Towards automated progress assessment of work package components in construction projects using computer vision." Adv. Eng. Inf., 23 (1), 93-103. 1474-0346 10.1016/j.aei.2008.07.002
20. Jaselskis, E. J., Gao, Z., and, Walters, R. C. (2005). " Improving transportation projects using laser scanning." J. Constr. Eng. Manage., 131 (3), 377-384. JCEMD4 0733-9364 10.1061/(ASCE)0733-9364(2005)131:3(377)
21. Kazhdan, M., Bolitho, M., and, Hoppe, H. (2006). " Poisson, surface reconstruction." Proc., 4th Eurographics Symp. on Geometry Processing, Eurographics Association, Aire-la-Ville, Switzerland, 61-70.
22. Kersten, T., Mechelke, K., Lindstaedt, M., and, Sternberg, H. (2008). " Geometric accuracy investigations of the latest terrestrial laser scanning systems." FIG Working Week 2008-Integrated Generations, International Federation of Surveyors, Copenhagen, Denmark.
23. Kersten, T., Sternberg, H., and, Mechelke, K. (2005). " Investigations into the accuracy behaviour of the terrestrial laser scanning system Mensi GS100 ". Optical 3-D Measurement Techniques VII, Gruen, A., and Kahmen, H., eds., Vol. I, Vienna Univ. of Technology, Vienna, 122-131.
24. Kim, C., Son, H., Kim, H., and, Han, S. H. (2008). " Applicability of flash laser distance and ranging to three-dimensional spatial information acquisition and modeling on a construction site." Can. J. Civ. Eng., 35 (11), 1331-1341. CJCEB8 0315-1468 10.1139/L08-082
25. Lichti, D., and, Harvey, B. (2002). " The effects of reflecting surface material properties on time-of-flight laser scanner measurements." Symp. on Geospatial Theory, Processing and Applications, International Society for Photogrammetry and Remote Sensing, Enschede, The Netherlands.
26. Microsoft. (2011). " Photosynth." Code available at http://photosynth.net/;.
27. Mills, J., and, Barber, D. (2004). " Geomatics techniques for structural surveying." J. Surv. Eng., 130 (2), 56-64. JSUED2 0733-9453 10.1061/(ASCE)0733-9453(2004)130:2(56)
28. Nistér, D. (2004). " Automatic passive recovery of 3D from images and video." Proc., 2nd Int. Symp. on 3D Data Processing, Visualization & Transmission (3DPVT04), IEEE Computer Society, Washington, DC.
29. Olsen, M. J., Kuester, F., Chang, B. J., and, Hutchinson, T. C. (2010). " Terrestrial laser scanning-based structural damage assessment." J. Comput. Civ. Eng., 24 (3), 264-272. JCCEE5 0887-3801 10.1061/(ASCE)CP.1943-5487. 0000028
30. Pollefeys, M., et al. (2008). " Detailed real-time urban 3D reconstruction from video." Int. J. Comput. Vis., 78 (2-3), 143-167. IJCVEQ 0920-5691 10.1007/s11263-007-0086-4
31. Quiñones-Rozo, C. A., Hashash, Y. M. A., and, Liu, L. Y. (2008). " Digital image reasoning for tracking excavation activities." Autom. Constr., 17 (5), 608-622. AUCOES 0926-5805 10.1016/j.autcon.2007.10.008
32. Rashidi, A., Dai, F., Brilakis, I., and, Vela, P. (2012). " Optimized selection of key frames for monocular videogrammetric surveying of civil infrastructure." Adv. Eng. Inf., in press.
33. Reynolds, M., Dobos, J., Peel, L., Weyrich, T., and, Brostow, G. J. (2011). " Capturing time-of-flight data with confidence." IEEE Conf. on Computer Vision and Pattern Recognition (CVPR), IEEE Computer Society, Washington, DC, 945-952.
34. Snavely, N. (2010). " Bundler: Structure from motion (SfM) for unordered image collections." Code available at http://phototour.cs. washington.edu/bundler/;.
35. Son, H., and, Kim, C. (2010). " 3D structural component recognition and modeling method using color and 3D data for construction progress monitoring." Autom. Constr., 19 (7), 844-854. AUCOES 0926-5805 10.1016/j.autcon.2010.03.003
36. Tang, P., Akinci, B., and, Huber, D. (2009). " Quantification of edge loss of laser scanned data at spatial discontinuities." Autom. Constr., 18 (8), 1070-1083. AUCOES 0926-5805 10.1016/j.autcon.2009.07.001
37. Tang, P., Huber, D., and, Akinci, B. (2011). " Characterization of laser scanners and algorithms for detecting flatness defects on concrete surfaces." J. Comput. Civ. Eng., 25 (1), 31-42. JCCEE5 0887-3801 10.1061/(ASCE)CP.1943-5487.0000073
38. Tucker, C. (2002). " Testing and verification of the accuracy of 3D laser scanning data." Symp. on Geospatial Theory, Processing and Applications, International Society for Photogrammetry and Remote Sensing, Enschede, The Netherlands.
39. Voegtle, T., and, Wakaluk, S. (2009). " Effects on the measurements of the terrestrial laser scanner HDS 6000 (Leica) caused by different object materials." ISPRS Congress Laserscanning09, International Society for Photogrammetry and Remote Sensing, Enschede, The Netherlands.
40. Wackrow, R., and, Chandler, J. H. (2011). " Minimising systematic error surfaces in digital elevation models using oblique convergent imagery." Photogram. Rec., 26 (133), 16-31. PGREAY 0031-868X 10.1111/phor.2011.26.issue-133
41. Zhu, Z., and, Brilakis, I. (2009). " Comparison of civil infrastructure optical-based spatial data acquisition techniques." J. Comput. Civ. Eng., 23 (3), 170-177. JCCEE5 0887-3801 10.1061/(ASCE)0887- 3801(2009)23:3(170)