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

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

Sırala: Sıra: Sonuçlar:

  • A comparison of various procedures on slope stability 
    Çakır, Ali İhsan. (Thesis (M.S.)- Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
    In this study, the effects of various procedures, Ordinary Method of Slices, Bishop's Modified Method, Spencer's Method, Janbu's Generalized Procedure of Slices and. Wedge Method, on factor of safety for a practical problem ...
  • A critical survey of the existing methods of slope stability analysis 
    Özerdem, Esin. (Thesis (M.S.)- Robert College. Institute for Graduate Studies in Science and Engineering, 1964., 1964.)
  • A study on slope stability analysis of geosynthetic reinforced embankments 
    Ismeik, Muhannad. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1992., 1992.)
    In this study, the design problem of a geosynthetic reinforced slope embankment is discussed. The method proposed by the Federal Highway Administration, FHWA is followed, and its adequacy is checked. A computer program is ...
  • A study on stability of fill on clay subsoil 
    Tezulaş, Eser. (Thesis (M.S.)- Bogazici University. Institute for Graduate Studies in Science and Engineering, 1982., 1982.)
    The procedures, assumptions and equilibrium methods used to develope the slope stability charts and detailed analysis procedures of stability are investigated during the first phase of the thesis. The stability of a ...
  • An analytical approach to reinforced earth system 
    Eygören, Fikret. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
    In this study, Reinforced Earth Structures are investigated by using various techniques. Inltially the system is handled as a slope stability problem and multi-criterion analysis method is employed to find out the allowable ...
  • Compaction of clays and an investigation on the effect of size and amount of coarse affregate on the compaction of a brickearth 
    Uzay, Selçuk. (Thesis (M.S.) - Robert College. Faculty of Graduate School of Engineering, 1965., 1965.)
  • 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 ...
  • Factors affecting earthquake behavior of mechanically stabilized earth walls 
    Türkel, Berk. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2019., 2019.)
    Mechanically Stabilized Earth (MSE) Walls are flexible retaining systems and their use in various applications has become very popular in recent years. Reliable design of MSE Walls requires an understanding of their behavior ...
  • Factors effecting permeability and influence of lime additive 
    Uluçay, Suha. (Thesis (M.S.)- Robert College. Institute for Graduate Studies in Science and Engineering, 1967., 1967.)
    Permeability is an important property of soils. Testing of compacted impervious clays requires better testing techniques than those used in conventional permeameters.GEONOR permeameter solves many problems associated with ...
  • Lime stabilization of soils 
    Erol, Bayhan. (Thesis (M.S.)- Robert College. Institute for Graduate Studies in Science and Engineering, 1966., 1966.)
  • 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 ...
  • 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, ...
  • The stabilization with cement of a typical Bosporus clay 
    Bayraktar, Tunus. (Thesis (M.S.) - Robert College. Faculty of Graduate School of Engineering, 1970., 1970.)

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