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Browsing İnşaat Mühendisliği by Subject "Piling (Civil engineering)"

Browsing İnşaat Mühendisliği by Subject "Piling (Civil engineering)"

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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 numerical analysis of laterally loaded piles 
    Baykal, Gökhan. (Thesis (M.S.)- Bogazici University. Institute for Graduate Studies in Science and Engineering, 1982., 1982.)
    The problem of laterally loaded piles is encountered frequently, particularly in the design of waterfront and offshore structures. A procedure for the numerical solution of lateral deflection of piles under various soil ...
  • A study on pile group with adjustable rigidity subjected to large horizontal displacement 
    Akbaşak, Sercan. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2021., 2021.)
    The segmental pile system, which is composed of alternating concrete blocks and rubber sheets, connected with anchor cable is a non-continuous system. The rigidity of the pile system may be adjusted by tensioning the anchor ...
  • A study on the multiple friction joint tension piles subjected to large horizontal displacements 
    Saidy, Mohammad Fahim. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2021., 2021.)
    Tension piles supporting some vital structures such as transmission towers, offshore wind turbines, jetties, chimneys, submerged floating tunnels, and tension leg platforms, are, often, subjected to large horizontal ...
  • An experimental study on the behavior of segmental piles subjected to large lateral displacement 
    Keklik, Ahmet. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2020., 2020.)
    Segmental model piles are composed of alternating concrete blocks and rubber sheets connected by a steel wire which can be tensioned to a desired force. One of the claims for these types of piles is the ability to undergo ...
  • 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 ...
  • Discrete element modelling of soil-pile interaction with emphasis on soil characteristics and pile installation methodology 
    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 ...
  • Lateral capacity of segmental model piles under cyclic loading 
    Sengez, Merve. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2019., 2019.)
    Short piles produced with traditional methods are rigid because of the used materials. In this study segmental piles with low rigidity are used. Behavior of these piles are examined under cyclic loading. The segmental pile ...
  • Load transfer mechanism of laterally loaded piles a model study 
    Taha, Riad. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
    This study is concerned with the behavior of a model pile, embedded in cohesive soil and subjected to both vertical and lateral loads. Strains, due to both vertical and lateral loading, and lateral deflections are measured. ...
  • Model study of piles driven into sand 
    Nedjib, A. Güven. (A. Güven Nedjib thesis-Robert College, 1936., 1936.)
  • 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 socket length of piles in soft rock: a case study 
    Yılmaz, Hamdi. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2007., 2007.)
    In case where weak soil take place under mat foundations of high, heavily loaded structures, foundation system is designed with socket piles which transfer their load through skin friction to a firm stratum located at a ...
  • Three dimensional analysis of point-bearing pile groups 
    Ayalp, Mehmet. (Thesis (M.S.)- Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
    Piles in the foundation of structures like bridge piers, quays, retaining walls and the like are usually installed in groups resulting in a group reaction.This brings about the problem of determining the distribution of ...
  • Vertical load capacity and quality assessments of bored piles 
    Arda, Çağdaş. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2009., 2009.)
    There are several methods used in the design of bored piles. To start with, mathematical modeling of the pile and soil parameters provide various formulas and theories for ultimate bearing capacity and settlement calculations ...

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