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Browsing İnşaat Mühendisliği by Subject "Clay soils."

Browsing İnşaat Mühendisliği by Subject "Clay soils."

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  • A model study of pile groups in clay 
    Budak, Faruk. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
    A model scale study of the bearing capacity of single piles and pile groups with a small L/D ratio in clay under vertical and axial loads has been performed. It was investigated how the pile spacing, driving energy, number ...
  • Determining mechanical properties of lime-stabilized clay 
    Bulut, Metin. (Thesis (M.S.)- Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
    The scientific investigations in geotechnical engineering field, up to present, has focused on understanding and predicting the behaviour of soil material using different types of tests. In this thesis, the behaviour of ...
  • Determining the behaviour of clay under repeated loading condition using the CRS oedometer 
    Tuncan, Ahmet Mustafa. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1984., 1984.)
    Over the past several years, considerable advance have been made in understanding and reasonably predicting the behaviour of soil during repeated loading with different types of apparatus. In this investigation, the ...
  • Finite element analysis of supported excavations in clay 
    Sözer, Merih. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
    In this study, various soil mechanics problems are investigated using the computer program developed by Clough and Duncan, (1969). By this program, both incremental analyses and gravity turn-on analyses can be provided. ...
  • Investigation of shear strength of prefailed overconsolidated high and low plastic clayey slopes with fast shearing 
    Kırım, Gültekin. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2006., 2006.)
    Clayey soils may be investigated since the days of the beginning of the geotechnical science. However, the behaviour of the clays in different loading conditions and in different situations is still in investigation. This ...
  • Lime stabilization of soils 
    Erol, Bayhan. (Thesis (M.S.)- Robert College. Institute for Graduate Studies in Science and Engineering, 1966., 1966.)
  • Permeability of consolidated Bosphorus clays 
    Özenç, Över. (Thesis (M.S.) - Robert College. Faculty of Graduate School of Engineering, 1969., 1969.)
    The effects of four independent variables; soil type, preconsolidution load, the rate of application of consolidation pressure, and granulometry, on the permeability of consolidated clays are studied. To find out the ...
  • 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, ...
  • Temporary excavations in soft clay 
    Çevik, Kamil Şevket. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
  • The behaviour of overconsolidated clayey soil 
    Kul, İsa. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1985., 1985.)
    Upto this time, the scientific approach to the study and analisys of soil mechanics was to understand and reasonably predict the behavior of clay using different types of tests. In this investigation, the behavior of ...
  • The effect of temperature on consolidation behavior of clay 
    Tuncan, Muhammet Ahmet. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1984., 1984.)
    The influence of increasing the temperature in a consolidating soil is examined by consideration of the thermal energy input from the temperature change. This energy provides the potantial necessary to cause flow through ...

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