Terrestrial laser scanner technic as a method for identification deformation areas of slops

• Autorzy: Ćmielewski B. , Kontny B.
• Języki publikacji: PL

Abstrakty

EN

Modern methods of determining the deformation of superficial objects, not monolithic, such as a slope, are based on observations of both sources: geodetic and geotechnical data. Surveying methods require investment in dense network of control points, which does not fully reflect the nature of occurring changes. This is the nature of the point observation and non-optimal distribution of points resulting from insufficient geological substrate. Geotechnical measurements also represent the point nature of the occurring changes.

Słowa kluczowe

PL

odkształcenia powierzchniowe obiektów; pomiary geotechniczne

EN

deformation of superficial objects; geotechnical measurements

• Wydawca: Wydział Geodezji i Kartografii Politechniki Warszawskiej
• Czasopismo: Reports on Geodesy
• Rocznik: 2011
• Tom: z. 1/90
• Strony: 77--84
• Opis fizyczny: Bibliogr. 6 poz., rys.

Twórcy

autor

Ćmielewski B.

autor

Kontny B.

• Institute of Geodesy and Geoinformatics, Wroclaw University of Environmental and Life Sciences,

Bibliografia

• [1] Ćmielewski B., 2011, Identification deformation areas of slops using terrestrial laser scanner - preliminary research, Proceedings of the 13th Professional Conference of Postgraduate Students "JUNIORSTAV 2011", Brno, Czech Republic, 04.02.
• [2] B.Van Genechten, T. Demeyere, S. Herinckx, J. Goos, L. Schueremans, D. Roose, M. Santana, 2009,Terrestrial laser scanning in architectural heritage – deformation analysis and the automatic generation of 2D cross-sections, 22nd CIPA Symposium, October 11-15, 2009, Kyoto, Japan.
• [3] M. Alba, L. Fregonese, F. Prandi, M. Scaioni, P. Valgoi, 2006, Structural monitoring of a large dam by terrestrial laser scanning, www.isprs.org/proceedings/XXXVI/part5/paper/1271_Dresden06.pdf, Proceedings of the ISPRS Commission V Symposium 'Image Engineering and Vision Metrology', Dresden, Germany 25-27 September 2006, ISSN 1682-1750.
• [4] Z. Othman, M.S. Rahim, M.Y.M. Khairani, M. Faizah, 2009,The use of high density scanner (HDS) for landslide monitoring – the preliminary stage, http://mapasia.org/2009/proceeding/surveying_Mapping/ma09_ OthmanZainon.pdf
• [5] J. Travellettia , T. Oppikofer, C. Delacourt, J.-P. Malet, M. Jaboyedoff., 2008, Monitoring landslide displacements during a controlled rain experiment using a long-range terrestrial laser scanning (tls) , The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences. Vol. XXXVII. Part B5. Beijing 2008.
• [6] Leica ScanStation 2 – Product Specifications - www.leica-geosystems.com