The Academic Perspective Procedia publishes Academic Platform symposiums papers as three volumes in a year. DOI number is given to all of our papers.
Publisher : Academic Perspective
Journal DOI : 10.33793/acperpro
Journal eISSN : 2667-5862
[1] Alcay S. Deformation monitoring using geodetic and geotechnical methods on concrete arch dams and example of Ermenek dam. Ph.D Thesis, The Graduate School of Natural and Applied Science of Selcuk University, Konya, 2014.
[2] http://bilgi.dsi.gov.tr/sudunyasi/158/files/assets/basic-html/index.html#1
[3] https://tr.wikipedia.org/wiki/Elmal%C4%B1-2_Baraj%C4%B1
[4] Ozis U. and Yanar H. Oymapınar Dam and hydroelectric power plant. 4th water structures symposium, The Union of Turkish Engineers and Architects, Chamber of Civil Engineers, Antalya, 2015; 22-31.
[5] http://www.suyapi.com.tr/tr/38011/Kurtun-Baraji-ve-HES
[6] http://temelsu.net/muratli-baraji-ve-hidroelektrik-santrali-uygulama-projesi-ve-insaat musavirlik-hizmetleri/
[7] http://www.dsi.gov.tr/haberler/2019/11/14/bing%C3%B6l-yukar%C4%B1-kalek%C3%B6y-baraj%C4%B1-%C3%A7in-de-'en-i-yi-proje-%C3%B6d%C3%BCl%C3%BCn%C3%BC-ald%C4%B1
[8] http://bilgi.dsi.gov.tr/dijital/suvedsi/files/assets/basic-html/index.html#1
[9] https://www.icold-cigb.org/article/GB/world_register/general_synthesis/classification-by-type
[10] https://www.ferc.gov/sites/default/files/2020-04/chap4.pdf
[11] https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/ EM_1110-2-2200.pdf
[12] https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/ EM_1110-2-2201.pdf
[13] Tasci L., Yildirim B. and Gokalp E. Determination of the deformation by geodetic and finite element methods at rock fill dam. Fırat University Journal of Science and Engineering Sciences, 2004; 16(2): 205-219.
[14] Gokalp E. and Tasci L. Deformation monitoring by GPS at embankment dams and deformation analysis. Survey Review, 2009,;41(311):86-102 .
[15] http://www.dsi.gov.tr/dsi-galeri/barajlar
[16] Demirkaya S. Physical interpretation of the horizontal displacements in an arch dam. The Union of Turkish Engineers and Architects, Chamber of Survey and Cadastral Engineers, 10. Turkey Scientific and Technical Conference, 2005, Ankara.
[17] Erkaya H., Hosbas R.G., Gulal V.E., Ersoy N., Dogan U., Pırtı A., Soycan M., Gumus K., Ocalan T., Aykut N.O., Akpınar B. and Poyraz F. Determination of deformations in concrete arch dams by modern measurement techniques. The Union of Turkish Engineers and Architects, Chamber of Survey and Cadastral Engineers, 12. Turkey Scientific and Technical Conference, 2009, Ankara.
[18] Cakir S. Determination of engineering construction deformations by S transformation and aplication. Master Thesis, Graduate School of Natural and Applied Sciences, Department of Geodesy and Photogrammetry, 2006, Konya.
[19] http://www.dsi.gov.tr/haberler/2012/12/03/kralkizidiclesulamasiilebereketgeliyor
[20] Kalin G. Clay core rock fill dams with geodetic method deformation measurements: Ataturk dam example. ITU Institute of Science and Technology, Master Thesis, 2010, Istanbul.
[21] Kalkan Y. Dam safety and deformation monitoring studies in Ataturk dam. Electronic Journal of Map Technologies, 2014; 6(3):40-50.
[22] Yavasoglu H.H., Kalkan Y., Tiryakioglu I., Yigit C.O., Ozbey V., Alkan M. N., Bilgi S. and Alkan R. M. Monitoring the deformation and strain analysis on the Ataturk dam. Turkey, Geomatics, Natural Hazards and Risk, 2018; 9(1): 94-107.
[23] Oral I.H. Measurement values of Pamukcay dam comparison with analysis. Department of Civil Engineering, Institute of Natural and Applied Sciences, University of Dicle, Master Thesis, 2016, Diyarbakır.
[24] Taskiran T. and Oral I.H. A Comparative study between measured values of displacement/pore water pressures with finite element analysis results of Pamukcay dam. 7th Geotechnical Symposium, The Union of Turkish Engineers and Architects, Chamber of Civil Engineers, 2017; 247-256.
[25] http://dsi.gov.tr/haberler/2018/03/16/diyarbak%C4%B1r-da-%C3%BClkemizin-i-kinci b%C3%BCy%C3%BCk-sulama-baraj%C4%B1n%C4%B1-yap%C4%B1yoruz
[26] Alkan R. M., Gulal V. E., Ilci V., Ozulu I. M., Alkan M. N., Kose Z. K, Aladogan K., Tombus F. E., Sahin M., Yavasoglu H. and Oku G. Obruk Dam deformation measurements. Chamber of Survey and Cadastral Engineers, 8th National Engineering Measurements Symposium, Yıldız Technical University, 2016, İstanbul.
[27] Kose, Z. Determination of vertical deformations in Obruk dam By precise leveling method. Afyon Kocatepe University Graduate School of Natural and Applied Sciences Department of Geomatics Engineering, Master Thesis, 2018.
[28] http://www.dsi.gov.tr/haberler/2016/03/02/obrukdutluderesulamasi
[29] Konakoglu B. ve Gokalp E. Vertical deformation measurements starting from the first filling: a case study of the deriner dam. İnternational Conference on Advanced Engineering Tecnologies, 2017, Bayburt.
[30] Konakoglu B. ve Gokalp E. Deformation measurements and analysis with robust methods a case study Deriner Dam, Turkish Journal of Science & Technology, 2018; 13: 99-103,
[31] Konakoglu, B., Cakir L. and Yilmaz V. Monitoring the deformation of a concrete dam: a case study on the Deriner Dam. Geomatics, Natural Hazards and Risk, 2020; 11(1): 160-177.
[32] Yigit C.O., Alçay S. and Ceylan A., 2016, Displacement response of a concrete arch dam to seasonal temperature fluctuations and reservoir level rise during the first filling period: evidence from geodetic data. Geomatics, Natural Hazards and Risk, 2016; 7(4): 1489-1505.
[33] Alcay S., Yigit C.O., Inal C. and Ceylan A. Analysis of displacement response of the Ermenek dam monitored by an integrated Geodetic and Pendulum System, International Journal of Civil Engineering, 2018; 16(10): 1279-1291.