Öncesi ve Sonrası Tarihten Bir Değerlendirme: İsmail Cem Dönemi Türk-İran İlişkileri



Deformation analysis of concrete faced Aydın Karacasu dam and comparison of theoretical results with measurements
Tütüncübaşı Tosun, Tuğçe; Çokça, Erdal; Özkan, M. Yener; Department of Civil Engineering (2015)
The improvement in design technologies has enhanced the use of different fill materials in construction of the embankment dams. Rockfill is one of the most preferred fill materials for embankment dam. Also, use of different fill material such as sand-gravel has been preferred in recent years. Previous studies on concrete faced sand-gravel fill dam, results of the laboratory experiments and in-situ testing analysis display that using sand-gravel as a fill material is not only cost-effective but also safe and...
Finite element analysis of deformation behavior of concrete faced Konya Afşar Hadimi dam and comparison of results with measurements
Kardeş, Doğuşcan; Çokça, Erdal; Department of Civil Engineering (2019)
To eliminate the problem of scarcity of appropriate fill material in the vicinity of construction site, concrete faced dam is a commonly preferred alternative for embankment dams. Functioning as an impervious membrane, the concrete face makes it possible to use dumped rockfill, compacted rockfill or sand-gravel fill as the dam body material. In this study, deformation behavior of Konya Afşar Hadimi Dam, which is a concrete faced rockfill dam, was investigated by finite element analyses using Plaxis and Mida...
Development of a decision support system for optimal instrumentation of concrete faced rockfill dams
Arı, Onur; Yanmaz, Ali Melih; Department of Civil Engineering (2016)
In this study, an algorithm for optimal design of instrumentation systems for concrete faced rockfill dams was developed. The aim of this algorithm is to determine the number and the location of individual instruments for stress monitoring. It was intended to develop a user-friendly and flexible algorithm that would be applicable in reliable and economic design of instrumentation systems for concrete faced rockfill dams. The first developmental step was the generation of a model cross-section for a concrete...
An analysis of deformation behaviorof Muratlı asphalt faced rockfill dam
Ünsever, Yeşim Sema; Özkan, M. Yener; Department of Civil Engineering (2007)
In this study, settlement and seepage behavior of Muratlı Dam, which is the first asphalt faced rockfill dam in Turkey, is investigated for the “end of construction” and “reservoir impoundment” loading conditions. Two dimensional plane strain finite element analyses are carried out in order to determine the total stresses, displacements and pore water pressures. Hardening soil model is used in order to represent the non-linear, inelastic and stress dependent behavior of rockfill material. Material model par...
Evaluation of concrete face rockfill alternative for dam type selection: a case study on Gökçeler Dam
Korkmaz, Seda; Yanmaz, Ali Melih; Department of Civil Engineering (2009)
In this study a recent dam type, concrete face rockfill dam (CFRD), its design and behaviour is overviewed. The design features of Gökçeler Dam are introduced as a case study. Selection of concrete face rockfill type for Gökçeler Dam Project is discussed together with the other two alternatives, namely earth core rockfill (ECRD) and roller compacted concrete (RCC) dam. Gökçeler Dam type selection as concrete face rockfill dam is also verified by an economic analysis conducted calculating internal rate of re...
Citation Formats
T. Zorbay, “Öncesi ve Sonrası Tarihten Bir Değerlendirme: İsmail Cem Dönemi Türk-İran İlişkileri,” presented at the International Symposium on CONTINUITY AND CHANGE IN NORTH AFRICA, TURKEY & IRAN, Ankara, Türkiye, 2017, Accessed: 00, 2022. [Online]. Available: https://iramyayinlari.com/en/international-symposium-on-continuity-and-change-in-north-africa-turkey-and-iran-proceedings-book-152.