Toplam kayıt 15, listelenen: 1-15

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      Determining of Critical Safety Factors for Homogeneous Slopes with Mathematical Model 

      ERKAN, İbrahim Hakkı; URAY, Esra; TAN, Özcan (4th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering, 2016-06-02)
      In this study, the effect of slope and soil parameters on the slope stability has been investigated. The slope heights, the angle of slope, the weight per unit of volume, the angle of internal friction and the cohesion ...
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      Determining Of Safety Factors For Cantilever Retaining Wall With Mathematical Model 

      URAY, Esra; ÇARBAŞ, Serdar; TAN, Özcan (International Conference on Mathematical Studies and Applications 2018, 2018-12-28)
      In the conventional design of cantilever retaining wall, trial-and-error method has been used to determine wall dimensions which satisfies the stability conditions of wall. This method takes time in design period and is ...
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      An Example of Cement Stabilization Application in Railway Systems (Aladdin-Adliye Tramway) 

      URAY, Esra; ERKAN, İbrahimHakkı; ÖZÇELİK, Mustafa; TAN, Özcan (International Conference on Civil and Environmental Engineering (ICOCEE - Cappadocia 2017), 2017-05-08)
      The subbase and base layers of the road and railway should be designed to be the most economical and should provide criteria such as bearing capacity, settlement and permeability during service life. Today, cement stabilization ...
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      Gabion Structures and Design Criteria 

      URAY, Esra; TAN, Özcan; URAY, Kemal (UIC 10th World Congress on High Speed Rail, 2018-05-08)
      Nowadays, railway is a kind of transportation due to cheap and safe. In railway construction route, many problems like supporting of lateral soil pressure, slope stability and rock fall have been experienced. Gabion basket ...
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      Gabion Tipi Dayanma Duvarlarının Harmoni Arama Algoritması İle Optimizasyonu 

      URAY, Esra; ÇARBAŞ, Serdar; ERHAN, İbrahimHakkı; TAN, Özcan (Zemin Mekaniği ve Geoteknik Mühendisliği 16. Ulusal Kongresi, 2016-10-13)
      Bu çalışmada, gabion dayanma duvarın optimum tasarımı harmoni arama algoritması kullanılarak yapılmıştır. Harmoni arama algoritması müzik icrasında en iyi harmoniyi bulma prensibine dayanan sezgisel optimizasyon yöntemidir. ...
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      Gabion Tipi Dayanma Yapıları 

      URAY, Esra; TAN, Özcan (Türkiye Mühendislik Haberleri, 2015-05-11)
      Malzeme üretim ve kaplama teknolojilerindeki gelişmeler sonucu gelişmiş ülkelerde daha yaygın uygulama alanı bulan gabion tipi dayanma yapılarının birçok durumda daha ekonomik olmalarına karşılık, ülkemizde çok yaygın ...
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      Harmoni Arama Algoritması İle Betonarme Konsol Dayanma Duvarlarının Optimum Tasarımı 

      URAY, Esra; ÇARBAŞ, Serdar; ERKAN, İbrahim Hakkı; TAN, Özcan (6. Geoteknik Sempozyumu, 2015-11-25)
      Günümüzde, karşılaşılan bazı karmaşık mühendislik problemlerinin çözümünde matematik tabanlı deterministik yöntemler yetersiz kalabilmektedir. Bu tür durumlarda daha kısa sürede güvenilir sonuçlara ulaşmak için sezgisel ...
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      Investigation of Design Criteria for the Type of Gabion Walls 

      URAY, Esra; TAN, Özcan (International Conference on Civil and Environmental Engineering (ICOCEE – Cappadocia 2015), 2015-05-20)
      In civil engineering, connecting two different levels each other to provide the essential safety is a common problem and in solving this problem retaining structures are widely used. In this study, the design criteria of ...
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      Investigation of Sizing Criteria for Cantilever Retaining Wall with Taguchi Optimization 

      TAN, Özcan; ERKAN, İbrahim Hakkı; URAY, Esra (International Conference on Engineering Technologies (ICENTE’17), 2017-12-07)
      Controllable or uncontrollable parameters like elevation difference between soil levels, soil properties, selected wall dimensions, case of groundwater, construction area, intended use and cost have been affected design ...
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      Jet Grout Kolon Çapının Teorik Formülasyonlarla ve Deneysel Sonuçlarla Karşılaştırılması 

      URAY, Esra; KELEŞ, Asaf; KUL, İsa; TAN, Özcan (2019-11-13)
      Günümüzde, taşıma gücü, oturma ve sıvılaşma problemlerinin olduğu problemli zeminlerde jet grout metodu pratik ve yaygın bir zemin iyileştirme yöntemi olarak kullanılmaktadır. Jet grout metodu birçok avantaja sahip ...
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      Kumlu Zeminlerde Yatay Yüklü Kazıklar için Ön Tasarım Kılavuzun Araştırılması 

      URAY, Esra; MOUTASEM, Zarzour; TAN, Özcan (2019-11-13)
      Bu çalışmada kumlu zeminde yatay yüklü kazık tasarımında kullanılması planlanan ön tasarım kılavuzu (Tasarım abakları) önerilmiştir. Çalışma kapsamında yatay yüklü kazığın yatay 25 mm lik deformasyonu için farklı düzeltilmiş ...
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      Metaheuristics-based Pre-Design Guide for Cantilever Retaining Walls 

      URAY, Esra; TAN, Özcan; ÇARBAŞ, Serdar; ERKAN, İ.Hakkı (Teknik Dergi, 2021-07-01)
      A pre-design guide for cantilever retaining walls and a detail parametric study of such walls is presented here. Mathematical models based on statistical methods were improved for calculating safety factors of sliding, ...
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      Optimization of Inclined Base Cantilever Retaining Walls with The Harmony Search Algorithm 

      URAY, Esra; TAN, Özcan (Proceedings of the International Civil Engineering & Architecture Conference, 2019-04-17)
      Cantilever retaining walls have been commonly utilized to ensure stability of two different soil levels in geotechnical engineering. In design of cantilever retaining wall, there have been many soil parameters and wall ...
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      Parametric investigation for discrete optimal design of a cantilever retaining wall 

      URAY, Esra; ÇARBAŞ, Serdar; ERKAN, İbrahim Hakkı; TAN, Özcan (Challenge Journal of Structural Mechanics, 2019-09-06)
      In this paper, discrete design optimization of a cantilever retaining wall has been submitted associated with a detailed parametric study of the wall. In optimal design, the minimum wall weight is treated as the objective ...
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      Use Of Artificial Neural Networks In Stability Control Of Cantilever Retaining Walls 

      URAY, Esra; DEMİR, Vahdettin; KESKİN, AslıÜlkü; TAN, Özcan (Proceedings of the International Civil Engineering & Architecture Conference, 2019-04-17)
      Stability conditions effective on the design of the wall are safety factors of sliding, overturning and slope stability. Design of a cantilever retaining wall depends on great numbers of parameters such as soil properties ...