Browsing by Author "Gurbuz, Ayhan"

Now showing 1 - 7 of 7

Citation - WoS: 10
Citation - Scopus: 9
Bacteria-Induced Cementation in Sandy Soils
(Taylor & Francis inc, 2015) Gurbuz, Ayhan; Sari, Yasin Dursun; Yuksekdag, Zehra Nur; Department of Civil Engineering; 15. Graduate School of Natural and Applied Sciences; 01. Atılım University
Bacteria-induced calcite precipitation (BICP) is a promising technique that utilizes bacteria to form calcite precipitates throughout the soil matrix, leading to an increase in soil strength and stiffness. This research investigated BICP in two types of sands under sterile and nonsterile conditions. Bacteria formation and BICP in the sterilized sand specimens are higher than those in the nonsterilized sand specimens. The development of calcite with time is initially greater for the sand specimens containing calcite. Scanning electron microscope imaging allowed the detection of cementation from calcite precipitation on the surface and pores of the sand matrix. The effects of injecting nutrient mediums and bacteria into the specimens, as well as pH of soil samples on BICP were investigated. The bearing capacity of biologically treated vs. untreated sand specimens were determined especially by laboratory foundation loading tests.
Citation - WoS: 14
Citation - Scopus: 17
Cementation in a Matrix of Loose Sandy Soil Using Biological Treatment Method
(Academic Journals, 2011) Gurbuz, Ayhan; Sari, Yasin Dursun; Yuksekdag, Zehra Nur; Cinar, Berat; Department of Civil Engineering; Department of Civil Engineering; 15. Graduate School of Natural and Applied Sciences; 01. Atılım University
Man-made materials varying from cement-based to chemical-based have been injected into soils to improve their engineering properties (shear strength, compressibility, permeability, bearing capacity etc.). Soil type in general plays important role in determination of treatment material and method. Materials used for soil treatment might have side effects in terms of air pollution, soil or water contamination etc. during manufacturing or application. An alternative, environmentally friendly soil treatment method that is based on the use of bacteria present in soils and named Biological Treatment Method (BTM) has been used by researchers to bond particles of loose sandy soils via creation of calcite (CaCO3) generated by bacteria using urea to influence the precipitation of calcium carbonate. This study presents the results of bacterial induced cementation (BIC) in matrix of loose sandy soil. A bacterium used in this study is Sporosarcina pasteurii that is naturally present in soils and is aerobic type. The bacteria grown in laboratory environment were injected to the matrix of loose sandy soil. Subsequent nutrient mediums were introduced to specimens to accelerate the development of cementation level. Number of bacteria, pH level, temperature and amount of CaCO3 were measured during the duration of testing. Images of Scanning Electron Microscope (SEM) showed that creation of cementation from precipitation of CaCO3 on the surface and pores of soil matrix were observed for only sand samples into which nutrient was flushed on sequence of arbitrary time.
Citation - WoS: 1
Citation - Scopus: 1
Determination of Lateral Displacements of Laterally Loaded Steel Piles in Cohesionless Soils Using Elastic Curve Equation
(Gazi Univ, Fac Engineering Architecture, 2011) Gurbuz, Ayhan; Department of Civil Engineering; Department of Civil Engineering; 15. Graduate School of Natural and Applied Sciences; 01. Atılım University
Laterally loaded piles find wide application areas. Some of those application areas of laterally loaded piles are bridge foundations, ports and landslides. Accurate and simple calculation of lateral displacement of laterally loaded piles becomes vital for structure safety. Measured from the ground surface, the distance to the point on the pile where the deformation in the direction of the load (applied at the top of the pile) becomes zero is called the critical depth of pile. Laterally loaded pile faces with passive resistance in front of pile, active resistance at back side of pile and frictional resistance at sides of piles along pile critical length. In this study, pile properties, applied load and resistance forces pile faces are modeled in two-dimensional to determine lateral displacement of pile under lateral load using elasticity curve equations. The measured lateral displacements of three tested laterally loaded steel pipe piles are compared with both the analysis of equations proposed in this study and the analysis results of computer program LPile based on the p-y curves. It is found that the proposed equations to determine lateral displacement of laterally loaded steel piles in cohesionless soils yield to very close result of field measured lateral displacements.
Citation - WoS: 4
Citation - Scopus: 5
Discussion of "bearing Capacity of Geocell Reinforcement in Embankment Engineering" by Ling Zhang, Minghua Zhao, Caijun Shi and Heng Zhao 2010,28; 475-482
(Elsevier Sci Ltd, 2012) Gurbuz, Ayhan; Department of Civil Engineering; 15. Graduate School of Natural and Applied Sciences; 01. Atılım University
[No Abstract Available]
Citation - WoS: 4
Evaluation of Boron Ore in Cement Production
(Taylor & Francis inc, 2012) Yesilmen, Seda; Gurbuz, Ayhan; Department of Civil Engineering; 15. Graduate School of Natural and Applied Sciences; 01. Atılım University
A new genre of high belite cement named boron-modified active belite (BAB) cement that was developed using byproduct of boric acid production was investigated. The cement proved superior in compressive strength and permeability characteristics in the previous studies. Long term storage of cement is known to alter the mechanical properties of concrete made with the aged cement. The article investigated the BAB cement in aged condition-stored in silos for about three years-variations of mechanical and physical properties of specimens during a one-year period. An additional comparison is also performed with specimens cast using fresh Ordinary Portland Cement (OPC) of the same grade in order to present the development of mechanical and physical properties in a qualitative manner. Lower 28 day compressive strength values are observed for BAB cement compared to OPC specimens; however, higher rate of strength development of BAB cement resulting from high belite content led to comparable long term strength values with OPC specimens.
Citation - WoS: 19
Citation - Scopus: 19
Interaction Between Assembled 3d Honeycomb Cells Produced From High Density Polyethylene and a Cohesionless Soil
(Sage Publications Ltd, 2012) Gurbuz, Ayhan; Mertol, Halit Cenan; Civil Engineering; Department of Civil Engineering; 15. Graduate School of Natural and Applied Sciences; 06. School Of Engineering; 01. Atılım University
Assembled 3D high-density polyethylene honeycomb cells, providing confinement to arrest spreading of the soil in cells and creating relatively stiff bed that redistributes footing pressure over wider area, were used in the present study to enhance load-carrying capacity and to reduce settlement of base materials under a foundation. The effects of various test parameters including width, height, number of layers of the 3D honeycomb cells, vertical distance between layers of the cells and depth of stress zone of the foundation were studied. The test results indicated that considerable improvement in the load-carrying capacity (congruent to 3.0) and reduction in settlement of the foundation (congruent to 62%) were obtained with the implementation of the single layer of the 3D cells into cohesionless soils. The optimum effective distance between two layers of the 3D cells was 0.142 times the width of foundation, the ratio of effective width of 3D cells to the foundation was about 4.2 and the depth of influence stress zone of the foundation was about two times the width of the foundation.
Citation - WoS: 17
Citation - Scopus: 18
A New Approximation in Determination of Vertical Displacement Behavior of a Concrete-Faced Rockfill Dam
(Springer, 2011) Gurbuz, Ayhan; Gürbüz, Ayhan; Gürbüz, Ayhan; Department of Civil Engineering; Department of Civil Engineering; 15. Graduate School of Natural and Applied Sciences; 01. Atılım University
A new simplified method based on one-dimensional displacement theory and 2-D finite element (FE) analysis was developed to predict the vertical displacement behavior of a concrete-faced rockfill dam. The FE analyses were carried out at the end of construction (EOC) and the end of first filling of reservoir. The proposed method was calibrated by using continuously monitored vertical displacement of the dam's body to determine the mobilized modulus of elasticity of the rockfills at the EOC. The prediction capability of the method was demonstrated using field measurements against the findings from the 2-D FE analysis simulating characteristics of construction stages of the dam. The validity of the method was also examined on another membrane-faced rockfill dam by comparing the geodetic measurements of vertical displacement measurements of the dam's body with the calculated vertical displacements from 2-D FE analysis at the EOC.