References
- Abdallah, A. and Schwieger, V., 2016. Static GNSS precise point positioning using free online services for Africa. Survey review, 48 (306), 61–77. doi:10.1080/00396265.2015.1097595.
- Afifi, A. and El-Rabbany, A., 2017. Improved dual frequency PPP model using GPS and BeiDou observations. Journal of geodetic science, 7, 1–8. doi:10.1515/jogs-2017-0001.
- Amiri-Simkooei, A.R., et al., 2017. Stability analysis of deformation-monitoring network points using simultaneous observation adjustment of two epochs. Journal of surveying engineering, 143 (1).
- Aydin, C., 2017. Effect of displaced reference points on deformation analysis. Journal of surveying engineering, 143, 3. doi:10.1061/(ASCE)SU.1943-5428.0000216.
- Bertiger, W., et al., 2010. Single receiver phase ambiguity resolution with GPS data. Journal of geodesy, 84, 327–337. doi:10.1007/s00190-010-0371-9.
- Betti, B., et al., 1999. GPS sentivity analysis applied to non-permanent deformation control networks. Journal of geodesy, 73 (3), 158–167.
- Bezcioglu, M., Yigit, C.O., and El-Mowafy, A., 2019. Kinematic PPP-AR in antarctic comparing methods for precise positioning. Sea technology, 60 (2), 20–23.
- Caspary, W.F., 2000. Concepts of network and deformation analysis. Kensington, Australia: The University of New South Wales.
- Choy, S., Bisnath, S., and Rizos, C., 2017. Uncovering common misconceptions in GNSS Precise Point Positioning and its future prospect. GPS solutions, 21, 13–22. doi:10.1007/s10291-016-0545-x.
- Cooper, M.A.R., 1987. Control surveys in civil engineering. London: Collins.
- Duchnowski, R. and Wisniewski, Z., 2012. Estimation of the shift between parameters of functional models of geodetic observations by applying msplit estimation. Journal of surveying engineering, 138 (1), 1–8. doi:10.1061/(ASCE)SU.1943-5428.0000062.
- Eckl, M.C., et al., 2001. Accuracy of GPS-derived relative positions as a function of interstation distance and observing-session duration. Journal of geodesy, 75, 633–640.
- Erdogan, H. and Gulal, E., 2013. Ambient vibration measurements of the bosphorus suspension bridge by total station and GPS. Experimental techniques, 37 (3), 16–23. doi:10.1111/j.1747-1567.2011.00723.x.
- Goudarzi, M.A. and Banville, S., 2017. Application of PPP with ambiguity resolution in earth surface deformation studies: a case study in eastern Canada. Survey review, 50 (363), 531–544. doi:10.1080/00396265.2017.1337951.
- Guo, Q., 2015. Precision comparison and analysis of four online free PPP services in static positioning and tropospheric delay estimation. GPS solutions, 19, 537–544. doi:10.1007/s10291-014-0413-5.
- Herring, T.A., et al., 2016. Plate boundary observatory and related networks: GPS data analysis methods and geodetic products. Reviews of geophysics, 54, 759–808. doi:10.1002/2016RG000529.
- Hofmann-Wellenhof, B., Lichtenegger, H., and Wasle, E., 2008. GNSS-Global Navigation satellite system GPS, GLONASS, galileo&more. Austria: Springer.
- Hong, H., Jingxiang, G., and Yifei, Y., 2014. Land deformation monitoring in mining area with PPP-AR. International journal of mining science and technology, 24, 207–212. doi:10.1016/j.ijmst.2014.01.011.
- Katsigianni, G., Loyer, S., and Perosanz, F., 2019. PPP and PPP-AR kinematic post-processed Performance of GPS-only, galileo-only and multi-GNSS. Remote sensing, 2019 (11), 2477. doi:10.3390/rs11212477.
- Kouba, J., 2005. A possible detection of the 26 December 2004 great sumatra-andaman Islands earthquake with solution products of the international GNSS service. Studia geophysica et geodaetica, 49, 463–383.
- Kouba, J. and Springer, T., 2001. New IGS station and satellite clock combination. GPS solutions, 4, 31–36.
- Mohammed, J., et al., 2016. An assessment of static precise point positioning using GPS only, GLONASS only, and GPS plus GLONASS. Measurement, 88, 121–130. doi:10.1016/j.measurement.2016.03.048.
- Net_Diff. 2020. GNSS download, positioning and analysis. Available from: https://github.com/YizeZhang/Net_Diff [Accessed 23 April 2021].
- Niemeier, W., 1985. “Deformationsanalyse”, geodaetische netze in landes-und ingenieurvermessung II, H. Pelzer (Hrsg.). Stuttgart: Verlag Konrad Wittwer. 559–623.
- Nowel, K., 2015. Robust M-estimation in analysis of control network deformations: classical and new method. Journal of surveying engineering, 141 (4), 1–9. doi:10.1061/(ASCE)SU.1943-5428.0000144.
- Pan, L., et al., 2017a. Performance evaluation of single-frequency precise point positioning with GPS, GLONASS, BeiDou and galileo. The journal of navigation, 70 (3), 465–482. doi:10.1017/S0373463316000771.
- Pan, L., Xiaohong, Z., and Fei, G., 2017b. Ambiguity resolved precise point positioning with GPS and BeiGou. Journal of geodesy, 91, 25–40. doi:10.1007/s00190-016-0935-4.
- Rabbou, M.A. and El-Rabbany, A., 2016. Single-frequency precise point positioning using multi-constellation GNSS: GPS, GLONASS, Galileo and BeiDou. Geomatica, 70 (2), 113–122. doi:10.5623/cig2016-203.
- Saracoglu, A. and Sanli, D.U., 2016. Seasonal effects on GPS PPP accuracy. Geophysical Research Abstracts, 18, EGU General Assembly 2016, Vieanna.
- Sugiyama, S., et al., 2007. Reversal of ice motion during the outburst of a glacier-dammed lake on gornergletscher, Switzerland. Journal of glaciology, 53 (181), 172–180. doi:10.3189/172756507782202847.
- Tiwari, A., et al., 2020. Geodetic investigation of landslides and land subsidence: case study of bhurkunda coal mines and sirobagarh landslide. Survey review, 52 (371), 134–149. doi:10.1080/00396265.2018.1531654.
- Wang, G., 2013. Milimeter-accuracy GPS landslide monitoring using precise point positioning with Single Receiver Phase Ambiguity (PPP-SRPA) resolution: a case study in Puerto Rico. Journal of geodetic science, 3 (1), 22–31. doi:10.2478/jogs-2013-0001.
- Wang, G., et al., 2014a. Assessing the accuracy of long-term subsidence derived from borehole extonsometer data using GPS observations: case study in houston, texas. Journal of surveying engineering, 140, 3. doi:10.1061/(ASCE)SU.1943-5438.0000133.
- Wang, G., et al., 2014b. A stable reference frame for lanslide monitoring using GPS in the Puerto Rico and Virgin Islands region. Landslides, 11, 119–129. doi:10.1007/s10346-013-0428-y.
- Xu, P., et al., 2013. High-rate precise point positioning (PPP) to measure seismic wave motions: an experimental comparison of GPS PPP with inertial measurement units. Journal of geodesy, 87, 361–372. doi:10.1007/s00190-012-0606-z.
- Yigit , C.O., et al., 2016. The potential of GPS procise point positioning method for point displacement monitoring: a case study. Measurement, 91, 398–404. doi:10.1016/j.measurement.2016.05.074.
- Yigit, C.O., et al., 2021. Investigating Performance of high-rate GNSS-PPP and PPP-AR for structural health monitoring: dynamic tests on shake table. Journal of surveying engineering, 147, 1. doi:10.1061/(ASCE)SU.1943-5428.0000343.
- Zhang, Y., et al., 2020. The update of BDS-2 TGD and its impact on positioning. Advances in space research, 200, 19.
- Zumberge, J.F., et al., 1997. Precise point positioning for the efficient and robust analysis of GPS data from large networks. Journal of geophysical research, 102 (B3), 5005–5017.