Toplam kayıt 4, listelenen: 1-4

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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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      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 ...