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Browsing İnşaat Mühendisliği by Subject "Geosynthetics."

Browsing İnşaat Mühendisliği by Subject "Geosynthetics."

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  • A new test device and method: |geotextile-soil interface cylindrical test (GICT) 
    Akkol, Orkun Z. (Thesis (Ph.D.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1997., 1997.)
    The use of geosynthetics in civil engineering has covered a wide range, as they are effective in solving geotechnical problems. There has been a significant increase in the research for determination of interface friction ...
  • 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 ...
  • Earthquake behavior of geosynthetic-reinforced retaining structures 
    Selek, Öznur. (Thesis (Ph.D.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2011., 2011.)
    Geosynthetic-reinforced soil walls have so far shown a very good performance during earthquakes. Nevertheless, additional tests like reduced-scale shaking table testing can be useful in understanding the effects of various ...
  • Effect of cyclic loading on connection strength of geosynthetic-reinforced structures 
    İçöz, Görkem. (Thesis (Ph.D.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2014., 2014.)
    This study investigates the effect of cyclic loading over the connection strength of geosynthetic reinforced segmental (modular) block walls. For this purpose a specially designed machine has been built and reduced size ...
  • 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 ...
  • Experimental study on mitigation of earthquake hazards using geosynthetics 
    Sekman, Mustafa. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2016., 2016.)
    In this study, it is aimed to experimentally evaluate the e ectiveness and robustness of an applicable, low-cost alternative seismic isolation (SI) system valid for low-rise and mid-rise buildings. This alternative SI ...
  • 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 between geosynthetic reinforcement and facing blocks 
    Karaoğlan, Halil. (Thesis (Ph.D.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2014., 2014.)
    Geosynthetic reinforced soil retaining walls (primarily those with precast con- crete block facing elements) reinforced by geogrids or geotextiles are in a period of rapid growth. The construction of geosynthetic reinforced ...
  • 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 ...
  • In-soil strength and behaviour of geosynthetic reinforcements 
    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 ...
  • Influence of dilatancy on slip planes and on localization of strains 
    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 ...
  • Investigation of dynamic behavior of geosynthetic reinforced soil retaining structures under earthquake loads 
    Enünlü, Ali Kasay. (Thesis (Ph.D.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2007., 2007.)
    Due to their advantageous engineering properties and cost effectiveness large numbers of Geosynthetic-Reinforced Soil Retaining Walls (GRS-RWs) are being designed and constructed throughout the world and also in our country. ...
  • Investigation of geosynthetic reinforced tiered retaining walls using finite element analysis 
    Yardımcı, Tolga. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2013., 2013.)
    Tiered reinforced soil retaining (RSR) walls can be used to take advantage of both the aesthetics and the economics of RSR walls while considering high heights. In such walls, an offset between each pair of adjacent tiers ...
  • Investigation of shear band mechanism in reinforced soil retaining wall using pullout tests 
    İmamoğlu, Şevket. (Thesis (M.A.) - Bogazici University. Institute for Graduate Studies in the Social Sciences, 2017., 2017.)
    Geosynthetic Reinforced Soil in essence is the use of polymeric reinforcements into soil body to strengthen mechanical properties of the soil. Innovative applications of geosynthetic reinforced soil have signi cantly ...
  • Investigation of soil amplification on geosynthetic reinforced soil retaining walls 
    Diren, Meriç. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2013., 2013.)
    Geosynthetic Reinforced Soil Retaining Wall concept is basically reinforcing a soil mass to form a wall from the soil which has a little tensional strength. These structures have been used all around the world for nearly ...
  • 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 ...
  • Seismic behavior of geosynthetic reinforced retaining structures with cohesive backfills 
    Kılıç, İsmail Emrah. (Thesis (Ph.D.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2015., 2015.)
    In this study, seismic performance of geosynthetic-reinforced modular block retaining walls back lled with cohesive, ne grained clay-sand soil mixture was investigated. Four model walls were constructed and shaking table ...
  • Shear behavior of geosynthetic encased columns embedded in soft soils 
    Erdurak, Murat Cenk. (Thesis (Ph.D.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2019., 2019.)
    In this study, the static and cyclic shear behavior of ordinary and geosynthetic encased columns embedded in soft soils are investigated. In the former researches, it was seen that the shear behavior of geosynthetic encased ...
  • The effects of geosynthetics on mitigation of rutting in flexible pavements 
    Atalay, İsmet. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2010., 2010.)
    One of the more important problems associated with asphalt concrete pavements is rutting. This phenomenon is mostly illustrated as a surface depression in the wheel paths due to load-induced conditions as well as improper ...

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