Mass structure deformation monitoring using low cost Differential Global Positioning System device
American Journal of Applied Sciences, Jan, 2009 by Ramin S. Azar, Helmi Z.M. Shafri
(6.) Raziq, N. and P. Collier, 2006. High Precision GPS Deformation Monitoring using Single Receiver Carrier Phase Data. Geodetic Deformation Monitoring: From Geophysical to Engineering Roles. Springer Berlin Heidelberg Publishing. 131: 95-102. http://www.springerlink.com/index/t 01218k35428w233.pdf
(7.) Roberts, G.W., E. Cosser, X. Meng and A. Dodson, 2004. High frequency deflection monitoring of bridges by GPS. J. Global Positioning Sys., 3: 226-231. http://www.gmat.unsw.edu.au/wang/jgps/v3n12/v3n12p28.pdf
(8.) Vermeer, M., 2002. Review of the GPS deformation monitoring studies commissioned by Posiva Oyon the Olkiluoto, Kivetty and Romuvaara sites, 1994-2000. STUK-YTO-TR 186. Helsinki Pp: 1-21. http://www.stuk.fi/julkaisut/tr/stuk-yto-tr186.pdf
Ramin S. Azar and Helmi Z.M. Shafri
Geomatics Engineering Unit, Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia (UPM), 43400, Serdang, Selangor, Malaysia
Corresponding Author: Ramin S. Azar, Geomatics Engineering Unit, Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia (UPM), 43400, Serdang, Selangor, Malaysia
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