Zobrazeno 1 - 10
of 74
pro vyhledávání: '"Ömer Bilgin"'
Autor:
Demet Altunbaş, Ömer Bilgin
Publikováno v:
Cumhuriyet Dental Journal, Vol 25, Iss 4, Pp 318-322 (2022)
Objectives: The aim of this study was to compare the simulated canal shaping efficiencies of five different NiTi rotary file systems. Materials and Methods: In the study, 100 transparent resin blocks with J-shaped canals were randomly divided into fi
Externí odkaz:
https://doaj.org/article/3ebff01555c34d7aad0281b266162b7b
Autor:
Saeed Alzahrani, Ömer Bilgin
Publikováno v:
Geotechnical and Geological Engineering.
Autor:
Ömer Bilgin, Saeed K. Alzahrani
Publikováno v:
International Journal of Civil Engineering. 20:749-761
Autor:
Ömer Bilgin
Publikováno v:
International Journal of Geotechnical Engineering. 16:1191-1200
Autor:
Ömer BİLGİN, Demet ALTUNBAŞ
Publikováno v:
Cumhuriyet Dental Journal.
Objectives: The aim of this study was to compare the simulated canal shaping efficiencies of five different NiTi rotary file systems. Materials and Methods: In the study, 100 transparent resin blocks with J-shaped canals were randomly divided into fi
Publikováno v:
Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards. 13:247-254
Subsurface investigations are planned and executed to evaluate soil and rock conditions at project sites and to obtain relevant properties needed for analysis and design of structures. Ther...
Autor:
Ömer Bilgin
Publikováno v:
Journal of Materials in Civil Engineering. 26:676-683
Polyethylene pipes are commonly used for new and existing pipeline systems. The stresses developed in the polyethylene pipes affect the behavior of other pipe materials in the system to which they are connected. The overall behavior of the pipeline d
Autor:
Ömer Bilgin, Eman Mansour
Publikováno v:
Engineering Structures. 59:663-673
This paper presents the results of a parametric study conducted to investigate the effect of different reinforcement types on required minimum reinforcement length and governing design criteria of mechanically stabilized earth walls. There are severa
Autor:
Ömer Bilgin
Publikováno v:
International Journal of Geomechanics. 12:584-595
Conventional methods used for the design of anchored sheet pile walls are based on the lateral force and moment equilibrium of active and passive earth pressures and anchor force. Although it has been known for decades that the stress concentration o
Autor:
Ömer Bilgin
Publikováno v:
Computers and Geotechnics. 37:399-407
The construction of sheet pile walls may involve either excavation of soils in front or backfilling of soils behind the wall. These construction procedures generate different loading conditions in the soil and therefore different wall behavior should