[1] O. Dascal, Postconstruction deformations of rockfll dams. Journal of the Geotechnical Engineering DivisionASCE 113(1) (1987) 46-59.
[2] J. Lovse, W. Teskey, G. Lachapelle, M. Cannon, Dynamic Deformation Monitoring of Tall Structure Using GPS Technology, Journal of Surveying Engineering, 121(1) (1995) 35–40.
[3] S. G. M. T. Radulescu, A. T. G. Radulescu, Kinematic Surveying a New Conceptfor Monitoringthe Stabilityof Mining Construction, in: Proceeding of 11th International Multidisciplinary Scientifc GeoConference SGEM2011, 2 (2011) 279-286.
[4] W. Teskey, D. Bayly, I. Colquhoun I, Measurement of Deformations in Buried Pipeline, Journal of Surveying Engineering, 118(1) (1992) 1–10.
[5] W. M. Welsch, some aspects of the analysis of geodetic strain observations in kinematic models, Tectonophysic, 130 (1986) 437-458.
[6] T. Bayrak, M. Yalçιnkaya, Kinematic Analysis Programfor Deformation Monitoring, in: Proceeding of 11th FIG Symposium on Deformation Measurements, Santorini, Greece, 2003.
[7] F. Lu, S. Wang, J. Li, X. Yan, Application of Kalman flter method based movement model in the dam deformation forecast, in: Proceeding of Asia-Pacifc Power and Energy Engineering Conference, APPEEC, 5448961, Chengdu, China, 2010.
[8] C. Maosen, Q. Pizhong, R. Qingwen, Improved hybrid wavelet neural network methodology for time-varying behavior prediction of engineering structures, Neural Computing and Applications,18(2009) 821–832, DOI 10.1007/s00521-009-0240-8.
[9] W. Kamiński, DiSTFAG method robust to gross errors in monitoring displacements and strains in unstable reference systems, Geodesy and Cartography, 60(1) (2011) 21-33.
[10] W. Dai, B. Liu, X. Meng, D. Huang, Spatio-temporal modelling of dam deformation using independent component analysis, Survey Review, 46(339) (2014) 437-443.
[11] E. Gökalp, L. Taşçi, Deformation monitoring by gps at embankment dams and deformation analysis. Survey Review, 41(311) (2009) 86-102.
[12] C. Holst,M. Burghof,H. Kuhlmann, Modelling the Beam Deflection of a Gantry Crane under Load, Journal of Surveying Engineering, 140(1) (2014) 52–59.
[13] F. Perner,P. Obernhuber, Analysis of arch dam deformations, Frontiers of Architecture and Civil Engineering in China, 4(1) (2010) 102-108.
[14] C. H. Loh, C.H. Chen, T. Y. Hsu, Application of advanced statistical methods for extracting long-termtrends in static monitoring data from an arch dam, Structural Health Monitoring, 10(6) (2011) 587-601.
[15] T. Bayrak, Modelling the relationship between water level and vertical displacements on the Yamula Dam, Turkey. Natural Hazards and Earth System Sciences, 7(2) (2007) 289-297.
[16] M. N. Kulkarni, N. Radhakrishnan, D. Rai, Global positioning system in disaster monitoring of Koyna dam, Western Maharashtra, Survey Review 38 (2006) 629- 636.
[17] S. I. Pytharouli, S. C. Stiros, Ladon dam (Greece) deformation and reservoir level fluctuations, evidence for a causative relationship from the spectral analysis of a geodetic monitoring record, Engineering Structures, 27(3) (2005) 361-370.
[18] E. Bilotta, L. Pagano, S. Sica, Effect of ground-motion asynchronism on Equivalent acceleration of earth-dams, Soil Dynamics and Earthquake Engineering, 30 (2010) 561-579.
[19] R. L. Piao, A. H. Rippe, B. Myers, K. W. Lane, Earthdam liquefaction and deformation analysis using numerical modelling, in: Proceedings of GeoCongress, 2006, pp. 1-6, DOI: 10.1061/40803(187)217.
[20] J. Qi, A. Che, X. Ge, A study on the stability of earthdam subjected to the seismic load. International Journal of Modern Physics B, 22 (2008) 5711-5716.
[21] A. Szostak-Chrzanowski, A. Chrzanowski, M. Massiera, Use of deformation monitoring results in solving geomechanical problems-case studies, Engineering Geology, 79(1-2) (2005) 3-12.
[22] A. Szostak-Chrzanowski, M. Massiéra, A. Chrzanowski, Analysis of deformations of large earth dams. Journal of Applied Geodesy, 1 (2007) 81–89.
[23] S. Gordon, D. Lichti, Modelling Terrestrial Laser Scanner Data for Precise Structural Deformation Measurement, Journal of Surveying Engineering, 133(2) (2007) 72–80.
[24] V. Lyöri, A. Kilpelä, G. Duan, J. Kostamovaara, T. Aho, Monitoring of a bridge-deck using long-gage optical fber sensors with a pulsed TOF measurement technique, in: Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost, 2006, pp 905-906.
[25] K. M. Mosalam, M. T. Shakhzod, P. Sangjoon, Applications of laser scanning to structures in laboratory tests and feld surveys, Structural Control Health Monitoring, 21(1) (2014) 115-134, DOI:10.1002/ stc.1565.
[26] É. Pinet, C. Hamel, B. Glišić, D. Inaudi, N. Miron, Health monitoring with optical fber sensors: From human body to civil structures. In: Proceedings of SPIE - The International Society for Optical Engineering, 2007, 653219.
[27] M. Jafari, Dynamical Modelling of Deformation of Structures via Combination of the Geodetic and Geotechnical data, PhD thesis, University of Tehran, 2012, (in Persian).
[28] A. A. Ardalan, M. Jafari, Multi-sensor approach to settlement analysis of earth-dams, Computational Geosciences 16(1) (2012) 123-138. DOI: 10.1007/ s10596-011-9258-y.
)