[1] Wang F, Lin H, Li C H[J]. Application of terrestrial 3D laser scanning technology in urban surveying Bulletin of Surveying and Mapping, 2012, 47-49.
[4] Zhang Y B, Gao X W, Xie H Q et al[J]. Testresearch of distance measurement accuracy of terrestrial 3D laser scanner Bulletin of Surveying and Mapping, 2014, 16-19.
[5] Gao X W, Sun L, Xie H Q[J]. Research on accuracy impact of target color and roughness to 3D laser scanning point cloud Bulletin of Surveying and Mapping, 2013, 84-86.
[7] Li H Q, Yang X F, Zhao Y G. Precision factors and their control method for terrestrial 3D laser scanning survey[J]. Standardization of Surveying and Mapping, 27, 29-31(2011).
[8] Xu Y Q, Gao J X, Zhang L et al. Research on point cloud registration error of terrestrial laser scanning[J]. Journal of Geodesy and Geodynamics, 31, 129-132(2011).
[11] Zhou H W. Data processing and model construction of terrestrial 3D laser scanning point cloud[D]. Kunming: Kunming University of Science and Technology(2011).
[12] Zheng D H, Shen Y Z, Liu C. 3D laser scanner and its effect factor analysis of surveying error[J]. Engineering of Surveying and Mapping, 14, 32-34, 56(2005).
[13] Xu Y Q, Gao J X, Wang J. 3d laser scanning technology[J]. Journal of Geomatics, 35, 5-6(2010).
[14] Liu G Y, Zhang G L, Tan M[J]. Application of NTS-342R Total Station in landscaping Protection Forest Science and Technology, 2015, 85-86.
[15] Cheng X J, Jia D F, Cheng X L[M]. Theory and technology of massive point cloud data processing(2014).
[16] Zhang J H, Wu S, Hu B G et al. Research onpoint cloud data denoising based on the terrestrial laser scanner[J]. Geomatics & Spatial Information Technology, 39, 76-78(2016).