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Browsing İnşaat Mühendisliği by Author "Çinicioğlu, Özer."

Browsing İnşaat Mühendisliği by Author "Çinicioğlu, Özer."

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  • Güner, Mert. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2019., 2019.)
    The precise calculation of the anchorage free length used in retaining structures plays a crucial role in the design of such structures. The most important factors to be considered while determining the free length of the ...
  • Altunbaş, Adlen. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2012., 2012.)
    The determination of geostatic stresses has a significant role on the analysis and design of various geotechnical structures, including retaining walls, piles and underground structures. Therefore correct estimation of the ...
  • Gezgin, Ahmet Talha. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2015., 2015.)
    Precise calculation of the loads and stresses that are acting on structures that are interacting with soils is central to the design of geotechnical structures. Accordingly, calculation of vertical soil stresses is a ...
  • Boduroğlu, Şebnem. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2017., 2017.)
    This thesis focuses on liquefaction and dilatancy, both of which still remain as complex and controversial phenomena in geotechnical engineering. Even though the theoretical link between liquefaction susceptibility and ...
  • Gezgin, Ahmet Talha. (Thesis (Ph.D.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2021., 2021.)
    Soil-pile interaction is a complex geotechnical problem that requires rigorous multi-scale analyses. However, it is challenging to understand the micro aspects of this problem with either experimental approaches or ...
  • Eşidir, Yusuf. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2010., 2010.)
    The shear strength of soil is generally expressed using macro-scale parameters, namely internal friction angle and cohesion. However this macro behavior is the resultant of dauntingly high number of intergranular interactions ...
  • Rogenbuke, Peter. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2022., 2022)
    Buried pipes serve as the lifelines of modern cities and therefore have the utmost importance for today’s society. Owing to their buried state, it is not easy to detect damages; therefore, extra caution in their design is ...
  • Yardımcı, Tolga. (Thesis (Ph.D.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2022., 2022)
    In this study, in-soil tensile strength and behaviour of various geosynthetic re inforcements is investigated with the help of custom designed and developed in-soil tensile test apparatus in the laboratory. The proposed ...
  • Öner, Candaş. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2020., 2020.)
    In the design of the buried-pipe systems, precise calculation of the pressures that will act on the pipe is crucial as the most essential needs of humankind are conveyed or provided by buried-pipe systems. Also, recognizition ...
  • Altunbaş, Adlen. (Thesis (Ph.D.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2014., 2014.)
    Correct calculation of slip plane geometry plays a key role in the design of geotechnical structures. The goal of this study is the identi cation of slip planes in cohesionless soils retained behind walls and quantifying ...
  • Arda, Çağdaş. (Thesis (Ph.D.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2019., 2019.)
    Stress-dilatancy relationships of granular soils are influenced by both mechanical and physical soil properties. However, existing empirical correlations which define the influence of dilatant behavior on soil strength ...
  • Ranjpour, Deniz. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2015., 2015.)
    Dilatancy is a volumetric parameter directly dependant on void ratio (e), and as a result relative density (ID), as well as con nement pressure p0 i. Besides, liquefaction is a behavior of saturated cohesionless soils under ...
  • Genç, Abdulkadir. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2021., 2021.)
    In the present work, the assessment of dilatancy angle of cohesionless soils under low confining pressures and its contribution to peak friction angle are investigated. For this purpose, 3 different types of tests are ...
  • Soltanbeigi, Behzad. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2013., 2013.)
    Shear modulus of soils (G) is dependent on so many factors, such as, plasticity, mineralogy of soil particles and particle shape, relative density, overburden pressure, shear strain magnitude, number of cycles and some ...
  • Çağbayır, Çağlar. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2008., 2008.)
    This thesis introduces a new approach in soil-vehicle interaction analysis for quick determination of vehicle mobility in off-road conditions. Geotechnical analysis for the problems of vehicle-soil interaction is an almost ...
  • Erkli, Anıl. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2015., 2015.)
    Even if most foundation failures during earthquakes occur due to liquefaction phenomenon, failures due to reduction in bearing capacity have been typically observed. In order to avoid similar foundation failures due to ...
  • Çelebi, Mehmet. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2019., 2019.)
    In this study, the factors that are effective on the collapsing behaviour such as the soil strength which is forceful on calculating the bearing capacity under dynamic loads, the slope height and angle, the foundation ...
  • Sancak, Emirhan. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2014., 2014.)
    When it comes to make a decision on selecting a design friction angle for geotech- nical engineering applications, engineers either prefer to use peak friction angle accept- ing a smaller factor of safety or use the critical ...
  • Abadkon, Arshiya. (Thesis (Ph.D.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2012., 2012.)
    Peak friction angle and critical state friction angle are two key parameters representing the shear strength of cohesionless soils. Peak friction angle of sand is a function of critical state friction angle and dilatancy ...
  • Teker, Ahmet Sinan. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2021., 2021.)
    Static liquefaction, more risky than cyclic one in some cases, is a strain-softening case of the granular soil as sudden loss of effective stress due to quick development of pore water pressure due to static and dynamic ...

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