Methodology for the ovalization monitoring of newly built circular train tunnels based on laser scanning: Liefkenshoek Rail Link (Belgium)
暂无分享,去创建一个
Hans De Backer | Ken Schotte | Philippe Van Bogaert | Alain De Wulf | Cornelis Stal | Timothy Nuttens | C. Stal | Timothy Nuttens | H. Backer | K. Schotte | P. Bogaert | A. Wulf
[1] Myung Sagong,et al. Feature extraction of a concrete tunnel liner from 3D laser scanning data , 2009 .
[2] Jen-Yu Han,et al. Monitoring tunnel deformations by means of multi-epoch dispersed 3D LiDAR point clouds: An improved approach , 2013 .
[3] Oral Büyüköztürk. Imaging of concrete structures , 1998 .
[4] Francois Blais,et al. Real world modelling through high resolution digital 3D imaging of objects and structures , 2000 .
[5] Antonio Galgaro,et al. Contactless recognition of concrete surface damage from laser scanning and curvature computation , 2009 .
[6] L. Schueremans,et al. The use of 3D-laser scanning in assessing the safety of masonry vaults—A case study on the church of Saint-Jacobs , 2009 .
[7] Javier Roca-Pardiñas,et al. Measurement planning for circular cross-section tunnels using terrestrial laser scanning , 2013 .
[8] Philippe De Maeyer,et al. Digital Representation of Historical Globes: Methods to Make 3D and Pseudo-3D Models of Sixteenth Century Mercator Globes , 2012 .
[9] Ken Schotte,et al. Strain gauge measurements of the precast concrete lining of a shield-driven tunnel , 2013 .
[10] Mark S. Diederichs,et al. Geotechnical and operational applications for 3-dimensional laser scanning in drill and blast tunnels , 2010 .
[11] Norbert Pfeifer,et al. DEFORMATION ANALYSIS OF A BORED TUNNEL BY MEANS OF TERRESTRIAL LASER SCANNING , 2006 .
[12] C. Willmott,et al. Advantages of the mean absolute error (MAE) over the root mean square error (RMSE) in assessing average model performance , 2005 .
[13] Stathis C. Stiros,et al. Response of a historical short-span railway bridge to passing trains: 3-D deflections and dominant frequencies derived from Robotic Total Station (RTS) measurements , 2012 .
[14] Philippe Van Bogaert. Recent and future railway tunnels in Belgium , 2009 .
[15] Fu-Shu Jeng,et al. Profile deformation of a circular tunnel induced by ambient stress changes , 2010 .
[16] Hans De Backer,et al. High resolution terrestrial laser scanning for tunnel deformation measurements , 2010 .
[17] Supot Teachavorasinskun,et al. Influence of segmental joints on tunnel lining , 2010 .
[18] Jen-Yu Han,et al. Monitoring tunnel profile by means of multi-epoch dispersed 3-D LiDAR point clouds , 2013 .
[19] Derek D. Lichti,et al. Modeling Terrestrial Laser Scanner Data for Precise Structural Deformation Measurement , 2007 .
[20] Climent Molins,et al. Experimental and analytical study of the structural response of segmental tunnel linings based on an in situ loading test. , 2011 .
[21] Karmen Fifer Bizjak,et al. Displacement analysis of tunnel support in soft rock around a shallow highway tunnel at Golovec , 2004 .
[22] Ninkov Toša,et al. Application of Laser Scanning Technology for Civil Engineering Projects in Serbia , 2010 .
[23] Gethin Wyn Roberts,et al. Monitoring Bridges by GNSS , 2010 .
[24] M. Crosetto,et al. Deformation measurement using terrestrial laser scanning data and least squares 3D surface matching , 2008 .