Roadway stability evaluation on the basis of modern monitoring of displacement

• Autorzy: Majcherczyk T. , Niedbalski Z. , Ulaszek A.

Identyfikatory

DOI

10.1515/sgem-2015-0006

• Języki publikacji: EN

Abstrakty

EN

The paper presents the application of a 3D laser measurement technology in a modern monitoring of roadways. The authors analyze the possibility of using a three-dimensional scanning measurement of longwall working dimensions. The measurement results are presented in the form of a cloud of points obtained from a 3D laser scanning. The paper also presents a comparison of the results obtained from the convergence of traditionally-made measurements with the measurements derived from the threedimensional scanning and discusses possible methods of comparing different point clouds.

Słowa kluczowe

EN

roadways; monitoring; convergence

• Wydawca: De Gruyter
• Czasopismo: Studia Geotechnica et Mechanica
• Rocznik: 2015
• Tom: Vol. 37, nr 1
• Strony: 45--52
• Opis fizyczny: Bibliogr. 9 poz., tab., rys.

Twórcy

autor

Majcherczyk T.

• AGH University of Science and Technology, Department of Geomechanics, Civil Engineering and Geotechnics, Kraków, Poland

autor

Niedbalski Z.

• AGH University of Science and Technology, Department of Geomechanics, Civil Engineering and Geotechnics, Kraków, Poland

autor

Ulaszek A.

• AGH University of Science and Technology, Department of Geomechanics, Civil Engineering and Geotechnics, Kraków, Poland

Bibliografia

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• [2] EM 1110-1-1005, Control and Topographic Surveying, US Army Corps of Engineers, Engineering and Design, 2005.
• [3] GRAEVE J., SMITH J., History of Surveying and Measurement, FIG publication No. 50, 2010.
• [4] LAGUE D., BRODU N., LEROUX J., Accurate 3D comparison of complex topography with terrestrial laser scanner: Application to the Rangitikei canyon, (N-Z), ISPRS Journal of Photogrammetry and Remote Sensing, 2013, 82, 10–26.
• [5] LIPECKI T., Laser scanning in measurements of geometry and deformation of mining objects and arrangements, Przegląd Górniczy, 2010, No. 7/2010, 25–31, (in Polish).
• [6] MACIASZEK J., MADUSIOK D., MATWIJ W., The comparison of the results of laser scanning and classical surveying methods of measuring the area and volume in the chapel of St. Kinga in the salt mine of Bochnia, Geology, Geophysics & Environment, Akademia Górniczo-Hutnicza im. Stanisława Staszica w Krakowie, 2013, Vol. 39, No. 3, 211–221.
• [7] MAJCHERCZYK T., NIEDBALSKI Z., ULASZEK A., Analysis of the co-operation conditions of the roadway's support with the rockmass depending on the parameters of the lining, Wiadomości Górnicze, 2014, 5/2014, 270–276, (in Polish).
• [8] MAJCHERCZYK T., OLECHOWSKI S., Longwall excavation reinforcement in the zones of intensive support deformation, Bezpieczeństwo Pracy i Ochrona Środowiska w Górnictwie, 2009, No. 10, 8–14, (in Polish).
• [9] PRUSEK S., Empirical-statistical model of gate roads deformation, Archives of Mining Sciences, 2010, Vol. 55, No. 2, 295–312.