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Konu "Soil consolidation." için M.S. Theses listeleme

Konu "Soil consolidation." için M.S. Theses listeleme

Sırala: Sıra: Sonuçlar:

  • 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 ...
  • Numerical solutions of rate of consolidation in layered soils 
    Malkoç, Burak. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1985., 1985.)
    The numerical solutions of rate of consolidation in layered soils is studied. The pore water dissipation of compressible deposits is numerically determined based on the finite difference method. The advantegeous attained ...
  • 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 ...
  • 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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