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Browsing M.S. Theses by Author "Güler, Erol."

Browsing M.S. Theses by Author "Güler, Erol."

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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 ...
  • 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 ...
  • An investigation on the applicability of the convergence confinement method to a deep rock tunnel for different conditions 
    Alper, Ceren. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2016., 2016.)
    Numerical modelling with nite element programs, allows users to model an underground opening almost exactly in relation to its actual situation in reality. However, the engineering analyses that are performed using ...
  • Analysis of the behavior of geotextile reinforced slopes with different kinds of foundations, backfills and inclinations with finite elements method 
    Dosay, Serhat. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2006., 2006.)
    Geotextiles have developed into common materials on many retaining wall and embankment projects throughout the world. This widespread acceptance of geotextiles is a result of thousands of successful installations, many ...
  • Application of various machine learning approches to estimate liquefaction risk 
    Nejad, Amin Shoari. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2017., 2017.)
    In this thesis, the possibility of using quadratic discriminant analysis (QDA), artificial neural networks (ANN), random forest and support vector machine (SVM), which are four famous machine learning approaches, to model ...
  • Bearing capacity of open-ended piles in sand 
    Yılmaz, Arif Kıvanç. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2007., 2007.)
    The aim of this study is to evaluate the loading capacity of open ended piles in cohesionless soils by using PLAXIS. The simulation program PLAXIS uses finite element method to calculate load capacity and solve the problem. ...
  • Behavior and design of piled raft foundations under dynamic and static loading 
    Söylemez, Şafak. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2015., 2015.)
    In the scope of this thesis, piled raft foundation systems wereanalyzed for both static and dynamic cases. The e ect of end bearing and shaft friction piles and also the e ect of pile lengths were evaluated for both piled ...
  • Comparison of EPB-tunnel boring machine performance in cohesive and frictional soils 
    Benli, Melek Merve. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2019., 2019.)
    Prediction of EPB (Earth Pressure Balance) TBM's performance is a signi cant issue in tunnel projects in terms of low-cost and target schedule. This study was conducted based on the measurements made in the So a Metro ...
  • Constant head test analysis in partially penetrating wells 
    Akgüner, Cem. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1995., 1995.)
    Field tests provide reliable results to determine permeability. A testing device is built to model the in-situ conditions in the laboratory. The device had a circular plan of 1· 1 square meter and a height of 1.2 meter. ...
  • Creep testing on different soils to be used as fill material 
    Özgören, İbrahim Burak. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2010., 2010.)
    The aim of this study is started with investigating the optimum backfill material to be used on a geosynthetic reinforced soil retaining structures by means of creep tests, where at some point it turns out to be understanding ...
  • 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 ...
  • Determining the behaviour of sand under cyclic loading in the direct simple shear apparatus 
    Kın, Ali Süha. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1985., 1985.)
    In the past years, significant advances have been made in the analysis of the dynamic behaviour of soils and many analytical models, in-situ and laboratory techniques, and apparatus have been developed. In order to be able ...
  • Effect of geosynthetic reinforced fill on the frequency content of earthquake zones 
    Esmerer, Zeynep. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2019., 2019.)
    Destructive seismic loadings pose a great threat to the structural integrity of the soft soils underlying foundations in terms of service quality and serviceability. One of the e ective means of improving soil is to make ...
  • 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 ...
  • Filtration properties of geotextiles 
    Merdin, Emin. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
    In the past years,many models, and laboratory techniques and apparatus have been developed to examine the filtration properties of the geotextiles. To select the proper geotextile which will be used in drainage and filtration, ...
  • Finite element study on axially static loading test and bidirectional static osterberg cell pile load testing 
    Aygül, Tuğba. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2011., 2011.)
    There are several methods used in the design of bored piles. Mathematical modeling of the pile and soil parameters, provide various formulas and theories for ultimate bearing capacity and settlement calculations of a pile. ...
  • Forensic study on geosynthetic reinforced soil walls with corner turns 
    Raouf, Ayman Mohammad Imad. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2015., 2015.)
    Geosynthetic Reinforced Soil (GRS) involve the use of reinforcement inclusions to enhance the engineering properties of the soil mass. In doing so, the backfill soil is internally retained, which dispenses the primary need ...
  • Frictional behavior of facing elements of geosynthetic reinforced soil retaining structures 
    Astarcı, Burak. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2008., 2008.)
    Geosynthetic reinforced soil retaining walls (primarily those with precast concrete block facing elements) reinforced by geogrids or geotextiles are in a period of enormous growth. The construction of geosynthetic reinforced ...
  • Geotechnical evaluations of Haliç's sedimentary layers 
    Köseler, Mahir. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1984., 1984.)
    The presence of soft layers in Haliç create a great deal of geotechnical problems during the dredging of Haliç. It is necessary to make geotechnical evaluations to prevent critical situations during dredging. The general ...

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