Using Surveying Instruments in Monitoring 3D Deformations of RC Structure Subjected to Differential Settlement of Its Footings

Author:

Fayed SabryORCID,Mansour Walid,Farhan Magda H.

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Reference27 articles.

1. Kaloop, MR,, AA Beshr, and MY Elshiekh. 2008. Using total station for monitoring the deformation of high strength concrete beams. In: The 6th International Conference on Vibration Engineering (June), pp. 411–19. DOI:https://doi.org/10.13140/2.1.1574.4006

2. Chekole, SD. 2014. “Surveying with GPS , Total Station and Terresterial Laser Scaner: A Comparative Study.” MSc Thesis: School of Architecture and the Built Environment, Royal Institute of Technology (KTH) (3131): 1–55. https://www.diva-portal.org/smash/get/diva2:715829/fulltext01.pdf

3. Eteje, S.O.; Ono, M.N.; Oduyebo, O.F.: Comparative analysis of DGPS and total station accuracies for static deformation monitoring of engineering structures. IOSR J. Environ. Sci. 12(6), 19–29 (2018)

4. Lenda, G.; Uznański, A.; Strach, M.; Lewińska, P.: Laser scanning in engineering surveying: methods of measurement and modeling of structures. Rep. Geod. Geoinf. 100(1), 109–130 (2016). https://doi.org/10.1515/rgg-2016-0010

5. Kogut, J.P.; Pilecka, E.: Application of the terrestrial laser scanner in the monitoring of earth structures. Open Geosci. 12(1), 503–517 (2020). https://doi.org/10.1515/geo-2020-0033

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