ORIGINAL ARTICLE
Identification Of The Reference Base For Horizontal Displacements By “All-Pairs Method”
 
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Faculty of Geodesy and Cartography, Warsaw University of Technology, Warsaw, Poland
 
 
Online publication date: 2015-08-06
 
 
Publication date: 2015-07-01
 
 
Reports on Geodesy and Geoinformatics 2015;98:72-84
 
KEYWORDS
ABSTRACT
In studies of movement essential element of the correctness of the obtained results is correct identification of the reference base. One method for such identification, referred to as “all-pairs method”, is to examine the insignificance of the mutual displacement of potential reference points in all combinations of pairs. It is a well known exact method of identification, but its use in practice is limited to the study of vertical displacements. In this work we present the possibility of application of this method in the study of horizontal displacements. Numerical example illustrates the calculation procedure of the proposed method.
 
REFERENCES (14)
1.
Bryś H., Przewłocki S. (1998): Geodetic methods of measurements of structure displacements (in Polish), PWN, Warsaw.
 
2.
Caspary W. F. (1988): Concepts of network and deformation analysis, Monograph 11, School of Surveying, The University of New South Wales, Kensington, Australia.
 
3.
Chen, Y.Q., Chrzanowski A., Secord J.M. (1990): A strategy for the analysis of the stability of reference points in deformation surveys. CISM Journal, Vol. 44, No. 2, pp. 39-46.
 
4.
Chrzanowski A. at al. (1981): A comparison of different approaches into the analysis of deformation measurements. Proceedings, FIG-XVI Congress, Paper No. 602.3, Montreux, August 9-18.
 
5.
Denli H.H., (2008): Stable Point Research on Deformation Networks, Survey Review, Vol. 40, pp. 74–82.
 
6.
Janusz W. (1962): The problem of identifying fixed points in the control network (in Polish). Prace IGiK, z. 1 (19).
 
7.
Laudyn I. (1980): Calculation of horizontal displacements of structures (in Polish). Prace IGiK, t. XXVII, No. 1/64.
 
8.
Laudyn I. (1985): Reflections on a reference system for geodetic determination of displacements (in Polish). Prace IGiK, t. XXXII, No. 1-2, pp. 113-123.
 
9.
Lazzarini T. et al. (1977): Geodetic measurements of displacements of structures and their surroundings (in Polish), PPWK, Warsaw.
 
10.
Malarski R. (1987): The method of determining reference points in the joint adjustment of periodic geodetic observations (in Polish). Proceedings, III Scientific and Technical Conference „Analysis and result interpretation of geodetic measurements of deformations”, Polanica Zdrój.
 
11.
Prószyński W. (1989): Another method of identifying mutually fixed reference benchmarks (in Polish). Przegląd Geodezyjny, No. 4-5, pp. 10-11.
 
12.
Prószyński W. (1990): Transformations of the reference system in engineering survey networks. Manuscripta Geodaetica, No. 15, pp. 315-324.
 
13.
Prószyński W. (2010): Problem of partitioned bases in monitoring vertical displacements for elongated structures. Geodesy and Cartography, Vol. 59, No. 2, pp. 53-67.
 
14.
Prószyński W., Kwaśniak M. (2006): Fundamentals of displacement monitoring by geodetic methods. Notions and elements of methodology (in Polish), Oficyna Wydawnicza Politechniki Warszawskiej, Warsaw.
 
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