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

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

Sırala: Sıra: Sonuçlar:

  • 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 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 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 ...
  • Artificial sand production for laboratory uses 
    Erdurak, Murat Cenk. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2011., 2011.)
    Natural sands, like standards sands, are used for geotechnical purposes in laboratory experiments. However, they have some certain drawbacks such as variability even in the same deposit, high cost of collecting samples or ...
  • 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. ...
  • 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 ...
  • 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 ...
  • Engineering properties of kaolinite clay reinforced with polypropylene fibers 
    Öztürk, Serdar. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2007., 2007.)
    Fiber reinforcement of soils is generally used to improve the properties of sandy soils. The number of investigations on potential use of fibers in clay soil is limited. The results of previous investigations show that ...
  • 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 ...
  • 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. ...
  • Improvement of shaft capacity in steel displacement piles in clay 
    Cengiz, Cihan. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2012., 2012.)
    In this study, clay specimens were consolidated with 100 kPa pressure and split samples consisting of mild steel at the bottom half and clayey soil at the top half were prepared to test the interface shear strength parameters ...
  • 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 ...
  • 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 ...
  • Stress & displacement measurement for geotechnical modelling using open platform 
    Öztürk, Burak. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2020., 2020.)
    Stress and displacement measurements are key tasks for geotechnical modelling. Although broad range of techniques are available; the heterogeneity of the soil and the lack of direct observation of the foundation elements ...
  • The behaviour of overconsolidated clayey soil 
    Kul, İsa. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1985., 1985.)
    Upto this time, the scientific approach to the study and analisys of soil mechanics was to understand and reasonably predict the behavior of clay using different types of tests. In this investigation, the behavior of ...
  • The effect of compaction on pipe-soil interaction 
    Ener, Nuri. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
    The friction forces between the pipe and the surrounding soil are required in pipeline design. Presently there is insufficient information available regarding pipe-soil interaction. This information is needed to determine ...
  • The ultimate bearing capacity of soils 
    Akerzaman, Gündoğdu. (Thesis (M.S.) - Robert College. Faculty of Graduate School of Engineering, 1964., 1964.)
  • 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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