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Browsing M.S. Theses by Author "Çinicioğlu, Özer."

Browsing M.S. Theses by Author "Çinicioğlu, Özer."

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  • Corner effects in deep excavations 
    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 ...
  • Design of a small scale retaining wall model for investigating the lateral earth pressures 
    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 ...
  • Dilatancy based calculation of lateral earth thrust and the locked-in stress concept 
    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 ...
  • Dilatancy based identification of liquefaction susceptibility 
    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 ...
  • Evaluation of the intergranular coefficient of friction using distinct element modelling 
    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 ...
  • Experimental investigation of the response of buried pipelines to surficial loads 
    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 ...
  • Influence of buried pipes on deformations near shallow foundations 
    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 ...
  • Influence of particle shape on dilatancy and liquefaction susceptibility 
    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 ...
  • Investigation of stress-dilatancy response at low stress levels with emphasis on simple shearing conditions 
    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 ...
  • Large strain shear modulus of sand as a function of confinement and relative density 
    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 ...
  • Seismic bearing capacity approach for vehicle mobility problems 
    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 ...
  • Seismic bearing capacity of surficial strip footings near cohesive slopes 
    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 ...
  • Shape effect of shallow footings on seismic bearing capacity for foundations located near slopes 
    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 ...
  • Strain based selection of friction angle for geotechnical design 
    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 ...
  • Treatment of liquefaction susceptible loose saturated clean sand with magnesium oxide 
    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 ...
  • Undrained seismic bearing capacity of surface strip foundations on cohesive slopes 
    Öztürk, Mert. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2015., 2015.)
    In recent years, some comprehensive research studies have focused on the issue of the undrained seismic bearing capacity in the eld of the foundation engineering. However, there is no complete and sufficient solution for ...
  • Using machine learning approaches to construct correlations for cohesive soils usins using in-situ and laboratory data 
    Mbarak, Waild Khalid. (Thesis (M.A.) - Bogazici University. Institute for Graduate Studies in the Social Sciences, 2017., 2017.)
    In a world where the sizes of construction sites are ever increasing and project deadlines ever reducing, the geotechnical engineer no longer has the time to properly conduct the necessary tests on the soil so as to come ...

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