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Browsing İnşaat Mühendisliği by Author "Baykal, Gökhan."

Browsing İnşaat Mühendisliği by Author "Baykal, Gökhan."

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  • Investigation of the tire waste inclusions on the shear strength parameters od sand 
    Çağatay, Ahmet. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2008., 2008.)
    Using tire wastes as lightweight materials in highway embankment construction has many benefits in environmental and geotechnical aspects. Tire waste additions to sand enhance the shear strength of soil for embankment ...
  • Investigation on the mitigation of earthquake hazards with inclusion of tire wastes into the sand 
    Yıldız, Özgür, 1976- (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2011., 2011.)
    With the development of technology, tire wastes disposed in the environment, cause serious problems. In the 21st century, cost, environment and seismic performance are going to be most important factors in the design, ...
  • Large displacement interface shear behavior of landfill cover materials 
    Elmas, Barış. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2019., 2019.)
    Landfill cover materials have stability and large displacement problems, therefore it is important to determine the interface shear behavior of these materials. In this study, large displacement direct shear and interface ...
  • Lateral capacity of segmental model piles under cyclic loading 
    Sengez, Merve. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2019., 2019.)
    Short piles produced with traditional methods are rigid because of the used materials. In this study segmental piles with low rigidity are used. Behavior of these piles are examined under cyclic loading. The segmental pile ...
  • Modeling the shear strength improvement at the interface of lime-stabilized soil and concrete 
    Batukan, Burak. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Sciences and Engineering, 1997., 1997.)
    Drilling operations remold the shaft soil, leading to significant shear strength losses. Lime stabilization has been proposed to increase the shaft resistance capacity of friction piles installed into clayey soils. For ...
  • Modelling of landslide triggering mechanisms 
    Başar, Ender. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2006., 2006.)
    In this study, almost all of the the landslide triggering mechanisms which are slopegeometry, changes in groundwater level, earthquake, surcharge load, tension crack andliquefaction have been modelled for a model slope. ...
  • Modular landfill design 
    Öztemur, Alpay. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2007., 2007.)
    Transition to solid waste sanitary landfilling is one the most important environmental problems of Turkey due to implementation of European Environmental Regulations. Due to the large number of the municipalities, high ...
  • Numerical modeling of buried drainage pipes by using finite element method 
    Bul, Ebru. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2007., 2007.)
    With the increased use of pipelines for transporting water, gas, petroleum, and sewage, the importance of pipe is understood easily in life. As time goes on, pipe technology has been developing and present more facilities ...
  • Performance of fly ash pellets cold climates 
    Adalı, Özlem. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2019., 2019.)
    The construction season is very short due to di culties of water handling in cold regions. The harsh climate of cold areas causes soil to be frozen from September to May. The main scope of this study is to investigate ...
  • Shear strenght improvement at the interface of lime-treated soil and concrete structures 
    Metehan, C. Teoman. (Thesis (M.S.)- Bogazici University. Institute for Graduate Studies in Science and Engineering, 1994., 1994.)
    Lime stabilization can be used to increase the shaft resistance capacity of friction piles in clayey-soil. The concentration of the shear stress decreases gradually from the pile shaft outwards. By means of lime stabilization, ...
  • Stress & displacement measurement for geotechnical modelling using open platform 
    Öztürk, Burak. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2020., 2020.)
    Stress and displacement measurements are key tasks for geotechnical modelling. Although broad range of techniques are available; the heterogeneity of the soil and the lack of direct observation of the foundation elements ...
  • The interface behavior between granular soils and concrete 
    Danyıldız, Egemen. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2007., 2007.)
    Interface between construction materials and soils play an important role in many geotechnical systems, including pile foundations, retaining walls and deep foundations. Split samples consisting of concrete block at the ...
  • Utilization of pneumatic artificial muscles on a direct shear test setup 
    Yıldız, Anıl. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2012., 2012.)
    A pneumatic artificial muscles, which is basically a type of actuator that contracts under pressure while exerting a tensional force in the axial direction, possesses several advantages, such as high power/weight ratio, ...

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