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Deformation monitoring surveys - old problems and new solutions

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Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Growing need for fully aulomated and continuous monitoring of structural and ground deformations creates new challenges for the design and analysis of monitoring schemes in which multi-sensor systems start playing a dominating role. At the same time, old problems of effects of atmospheric refraction and identification of unstable reference points still remain valid. On the other hand, rapid progress in deterministic modeling of deformation makes the design and integrated analysis of the multi-sensor monitoring surveys easier and more efficient than in the past. Through the combination of deterministic modeling with the results of monitoring surveys, a better understanding of the behaviour of deformable objects is achieved. Examples are given from monitoring large dams and open pit mines.
Czasopismo
Rocznik
Tom
Strony
85--103
Opis fizyczny
Bibliogr. 25 poz., rys., wykr.
Twórcy
  • Canadian Centre for Geodetic Engineering, University of New Brunswick, Canada
Bibliografia
  • [1] Beutler G, Bauersima I, Gurtner W, Rothacher M, Schildknecht T, Gieger A (1988) Atmospheric refraction and other important biases in GPS carrier phase observations. Atmospheric Effects on Geodetic Space Measurements, Monograph 12, School of Surveying, University of New South Wales, pp 15-43.
  • [2] Bond, J., D. Kim, A. Chrzanowski, and A. Szostak-Chrzanowski, (2007), “Development of a fully automated, GPS based monitoring system for disaster prevention and emergency preparedness: PPMS”, Sensors 2007, v.7, pp. 1028-1046.
  • [3] Chen YQ (1983) Analysis of deformation surveys – A generalised method. Department of Geodesy and Geomatics Engineering, Technical Report No. 94, University of New Brunswick, Canada.
  • [4] Chen YQ, Chrzanowski A, Secord JM (1990) A strategy for the analysis of the stability of reference points in deformation surveys. CISM Journal, 44(2):141-149.
  • [5] Chrzanowski, A (1993) Modern Surveying Techniques for Mining and Civil Engineering, Chapter 33 in: Comprehensive Rock Engineering (Pergamon Press, Oxford, New York), 3:773-808.
  • [6] Chrzanowski A, Chen YQ, Secord JM (1983) On the strain analysis of tectonic movements using fault crossing geodetic surveys. Tectonophysics 97:297-315.
  • [7] Chrzanowski A, Chen YQ, Szostak-Chrzanowski A, Ogundare J (1994) Separability of Combined Deterministic and Geometrical Models of Deformation. Proceedings of the XX-th International Congress FIG, Melbourne, Australia, March 5-12, paper No. 652.1.
  • [8] Chrzanowski A, Frodge SL, Avella S (1993) The Worldwide Status of Monitoring and Analysis of Dam Deformations. Proceedings of the 7th Int. Symposium on Deformation Measurements and 6th Canadian Symposium on Mining Surveying, Banff, Alberta, May 2-6, Canadian Inst. of Geomatics, pp. 77-88.
  • [9] Chrzanowski A, Szostak-Chrzanowski A (2004) Physical Interpretation of Ground Subsidence Surveys – A Case Study. Journal of Geospatial Engineering, Hong Kong Institute of Engineering Surveyors, pp. 21-29.
  • [10] Chrzanowski A, Szostak-Chrzanowski A, Massiéra M, Whittaker C (2002) Monitoring and Numerical Modelling of Deformations of Large Dams – a Case Study. Journal of Technical Sciences, Publisher University of Warmia and Mazury, Olsztyn, pp. 47-60.
  • [11] Chrzanowski A, Wilkins R (2006) Accuracy Evaluation of Geodetic Monitoring of Deformations in Large Open Pit Mines. Proceedings of the 3rd IAG Symposium on Geodesy for Geotechnical and Structural Engineering and 12-th FIG Symposium on Deformation Measurements, eds. H. Kahmen and A. Chrzanowski, Baden, Austria, May 21-24, CD ROM.
  • [12] Danish, L., A. Chrzanowski, J. Bond, M. Bazanowski,(2008), “Fusion of Geodetic and MEMS Sensors for Integrated Monitoring and Analysis of Deformations“. Proceedings, 4th IAG Symposium on Geodesy for Geotechnical and Structural Engineering and 13th FIG Symposium on Deformation Measurements, Lisbon, Portugal, 12-15 May, CD-Rom.
  • [13] Duffy M, Hill C, Whitaker C, Chrzanowski A, Lutes J, Bastin G (2001) An automated and integrated monitoring program for Diamond Valley Lake in California. Proceedings of the 10th Int. Symp. on Deformation Measurements (Metropolitan Water District of S. California), Orange, CA, March 19-22, pp K-1 to K-8 Available at: http://rincon.gps.caltech.edu/FIG10sym/
  • [14] Dunnicliff, J (1988) Geotechnical Instrumentation for Monitoring Field performance, John Wiley & Sons, New York, Toronto, p 577.
  • [15] Gairns, C. (2005) Development of a Semi-automated System for Structural Deformation Monitoring Using a Reflectorless Totasl Station. M.Sc. Thesis, Dept. of Geodesy and Geomatics Engineering, University of New Brunswick, Canada, 118 p.
  • [16] Kondner RL (1963) Hyperbolic stress-strain response: cohesive soils, Journal of the Soil Mechanics and Foundation Division, ASCE, 89(1963), (SM1):115-143.
  • [17] Leick A (1994) GPS Satellite Surveying, 2nd ed. John Wiley & Sons, Inc., New York, USA
  • [18] Lutes, J., A. (2002). Automated Dam Displacement Monitoring Using a Robotic Total Station. M.Sc.E. thesis, Department of Geodesy and Geomatics Engineering, University of New Brunswick, Fredericton, N.B., Canada, 138 pp.
  • [19] Lutes, J., A. Chrzanowski, G. Bastin, C. Whitaker (2001). “DIMONS Software for automatic data collection and automatic deformation analysis.” Proceedings of the 10th FIG International Symposium on Deformation Measurements, Orange, California, 19-22 March, pp.101-109.
  • [20] Pieraccini M, Luzi G, Mecatti D, Noferini L, Macaluso G, Atzeni C (2006) Ground –Based Radar Interferometry for Monitoring Unstable Slopes. Proceedings of the 3rd IAG/ 12th FIG Symposium on Deformation measurements, eds. H. Kahmen and A. Chrzanowski, Baden, May 22-24, CD ROM.
  • [21] Szostak-Chrzanowski A, Chrzanowski A, and Massiéra M (2005) Use of Geodetic Monitoring Measurements in Solving Geomechanical Problems in Engineering and Geosciences. Engineering Geology 70(1-2), Application of Geodetic Techniques in Engineering Geology, ed: S. Stiros and A.Chrzanowski, June 3, pp. 3-12.
  • [22] Szostak-Chrzanowski A, Massiéra M (2006) Relation between Monitoring and Design Aspects of Large Earth Dams. Proceedings of the 3rd IAG Symposium on Geodesy for Geotechnical and Structural Engineering and 12-th FIG Symposium on Deformation Measurements, ed. H. Kahmen and A. Chrzanowski, Baden, Austria, May 21-24 , CD ROM.
  • [23] Szostak-Chrzanowski A, Proszynski W, and Gambin W (2006) Continuum Mechanics as a Support for Deformation Monitoring, Analysis and Interpretation. Proceedings of the 3rd IAG Symposium on Geodesy for Geotechnical and Structural Engineering and 12-th FIG Symposium on Deformation Measurements, ed. H. Kahmen and A. Chrzanowski, Baden, Austria, May 21-24, CD ROM.
  • [24] Xiaobing Zhou, Nin-Bin Chang, Shusun Li (2009) Applications of SAR Interferometry in Earth and Environmental Science Research, Sensors, 9, 1876-1912.
  • [25] Zienkiewicz OC, Taylor RL (1989) The Finite Element Method. 4th ed., McGraw Hill, London, Toronto.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-PWAB-0003-0010
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