Celik, C. T.2019-08-012019-08-0120081028-6284https://hdl.handle.net/11480/5196A developed model was applied to displacement vectors acquired from a project that monitored the vertical movements of a building in the main campus of Nigde University. The estimated Subsidence and its corresponding standard deviation errors by the model are -4.89 mm +/- 0.53 mm for block 1, -1.23 mm +/- 0.35 mm for block 2, and -3.65 mm +/- 0.54 mm for block 3, respectively. The tilt angle is estimated and its corresponding standard errors are 16 ''.61 +/- 2 ''.39, -18 ''.93 +/- 1 ''.95. and -13 ''.87 +/- 4 ''.64 arc second for Block 1, Block 2, and Block 3 respectively over a period of one year. Results showed that the model produced in this paper call be used to estimate the vertical movements of a building with a Mat foundation.eninfo:eu-repo/semantics/closedAccessVertical deformation monitoringbuilding settlementmodelingleast square adjustmentArticle325B543548WOS:000261077800008Q4