Browsing by Author "Durgunoğlu, H. Turan."

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  • A case study for cuts in soft soils 
    Köseli, M. Erhan. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1992., 1992.)
    The slope stability problems resulting from soft subsoil conditions on the unbraced excavated cuts are usually observed as rapid and sudden landslides. This is even more evident in the case of inappropriate slope application ...
  • A comparison of soil modelling using CPT and DMT a case study 
    Aykın, Kayhan. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2009., 2009.)
    A site investigation campaign using cone penetration test (CPT) and dilatometer test (DMT) was carried on medium stiff silty clay, occasionally sand and gravelly site located at Gemlik, Bursa within a case study. Seismic ...
  • 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 study on dynamic properties of compacted clays 
    Güngören, Ali Akgül. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1983., 1983.)
    The dynamic soil properties, shear modulus and damping ratio, are studied on five types of clay samples which have relatively different plasticity characteristics. The resonant column method is conducted on compacted ...
  • A study on numerical analysis of laterally loaded piles 
    Baykal, Gökhan. (Thesis (M.S.)- Bogazici University. Institute for Graduate Studies in Science and Engineering, 1982., 1982.)
    The problem of laterally loaded piles is encountered frequently, particularly in the design of waterfront and offshore structures. A procedure for the numerical solution of lateral deflection of piles under various soil ...
  • 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 ...
  • A study on the behavior of pavement structures 
    Yanık, M. Faruk. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
    In this thesis in situ density and moisture - density relationship of cement - treated base layer of a pavement layered system are tested within the programme of Kadiköy Yeldeğirmeni Project Similar layered systems are ...
  • 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 ...
  • Analysis of the performance of retaining systems in deep excavations in greywackes 
    Keskin, Halis Bora. (Thesis (Ph.D.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2008., 2008.)
    Due to the economic growth, the need for high-rise buildings and shopping malls with multiple basement levels increased in Istanbul and construction of retaining structures to support deep excavations reaching 25 to 40 ...
  • 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. ...
  • Finite element analysis of tieback wall using plaxis: a case study 
    Hayta, Özkan. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2005., 2005.)
    During the past 15 years, significant development has taken place in the techniques of tieback wall. Anchored wall has gained world-wide acceptance in both theory and practice due to its economy, technical and practical ...
  • Nonlinear finite element analysis of Altınkaya Dam 
    Yazıcıoğlu, Ali. (Thesis (M.S.)- Bogazici University. Institute for Graduate Studies in Science and Engineering, 1985., 1985.)
    The behavior of earth and rockfill dams during construction is investigated in this study. In particular, attention is given to the prediction of stresses and deformations developed within Altınkaya Dam during construction. ...
  • Numerical analysis of reinforced earth abutments 
    Ekli, Onur. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2006., 2006.)
    This study is focused on numerical modeling of reinforced earth abutment walls with strip reinforcements as well as their working principles, elements, structural analysis techniques, and behaviour under seismic loads. ...
  • 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 ...
  • Rock classification and empirical determination of the in-situ modulus of deformation of basalt 
    Gürmeriç, Murad. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1992., 1992.)
    The objective of this thesis is to demonstrate that the rock classification systems are practical and useful tools for the determination of the in-situ mechanical characteristics of the high-strength rock formations, and ...
  • Temporary excavations in soft clay 
    Çevik, Kamil Şevket. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
  • The socket length of piles in soft rock: a case study 
    Yılmaz, Hamdi. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2007., 2007.)
    In case where weak soil take place under mat foundations of high, heavily loaded structures, foundation system is designed with socket piles which transfer their load through skin friction to a firm stratum located at a ...
  • Vertical load capacity and quality assessments of bored piles 
    Arda, Çağdaş. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2009., 2009.)
    There are several methods used in the design of bored piles. To start with, mathematical modeling of the pile and soil parameters provide various formulas and theories for ultimate bearing capacity and settlement calculations ...

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