Sarı, Yasin Dursun

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Profile URL
https://hdl.handle.net/20.500.14411/8483
Name Variants
Sari, Dursun
Sari, Y. Dursun
Sarı, Y. Dursun
Sari, Yasin Dursun
Yasin Dursun, Sari
S.,Yasin Dursun
Y., Sari
Sari,Y.D.
Yasin Dursun, Sarı
Sarı, Yasin Dursun
Y.,Sarı
S., Yasin Dursun
Y.D.Sarı
Y.D.Sari
Sarı,Y.D.
Job Title
Doçent Doktor
Email Address
Main Affiliation
Department of Civil Engineering
Status
Former Staff
Website
ORCID ID
Scopus Author ID
Turkish CoHE Profile ID
Google Scholar ID
WoS Researcher ID

Sustainable Development Goals

NO POVERTY1
NO POVERTY
0
Research Products
ZERO HUNGER2
ZERO HUNGER
0
Research Products
GOOD HEALTH AND WELL-BEING3
GOOD HEALTH AND WELL-BEING
0
Research Products
QUALITY EDUCATION4
QUALITY EDUCATION
0
Research Products
GENDER EQUALITY5
GENDER EQUALITY
0
Research Products
CLEAN WATER AND SANITATION6
CLEAN WATER AND SANITATION
1
Research Products
AFFORDABLE AND CLEAN ENERGY7
AFFORDABLE AND CLEAN ENERGY
0
Research Products
DECENT WORK AND ECONOMIC GROWTH8
DECENT WORK AND ECONOMIC GROWTH
0
Research Products
INDUSTRY, INNOVATION AND INFRASTRUCTURE9
INDUSTRY, INNOVATION AND INFRASTRUCTURE
0
Research Products
REDUCED INEQUALITIES10
REDUCED INEQUALITIES
0
Research Products
SUSTAINABLE CITIES AND COMMUNITIES11
SUSTAINABLE CITIES AND COMMUNITIES
1
Research Products
RESPONSIBLE CONSUMPTION AND PRODUCTION12
RESPONSIBLE CONSUMPTION AND PRODUCTION
0
Research Products
CLIMATE ACTION13
CLIMATE ACTION
0
Research Products
LIFE BELOW WATER14
LIFE BELOW WATER
1
Research Products
LIFE ON LAND15
LIFE ON LAND
0
Research Products
PEACE, JUSTICE AND STRONG INSTITUTIONS16
PEACE, JUSTICE AND STRONG INSTITUTIONS
0
Research Products
PARTNERSHIPS FOR THE GOALS17
PARTNERSHIPS FOR THE GOALS
0
Research Products
This researcher does not have a Scopus ID.
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Scholarly Output

18

Articles

13

Views / Downloads

22/62

Supervised MSc Theses

5

Supervised PhD Theses

0

WoS Citation Count

562

Scopus Citation Count

698

Patents

0

Projects

0

WoS Citations per Publication

31.22

Scopus Citations per Publication

38.78

Open Access Source

1

Supervised Theses

5

JournalCount
African Journal of Biotechnology1
Building and Environment1
Bulletin of Engineering Geology and the Environment1
Canadian Geotechnical Journal1
Cement and Concrete Composites1
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Scopus Quartile Distribution

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2010 - 20159
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End date: 2015Start date: 2010

Scholarly Output Search Results

Now showing 1 - 9 of 9
  • Thumbnail Image
    Article
    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
    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.
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    Article
    Citation - WoS: 138
    Citation - Scopus: 173
    Re-Usage of Waste Foundry Sand in High-Strength Concrete
    (Pergamon-elsevier Science Ltd, 2010) Guney, Yucel; Sari, Yasin Dursun; Yalcin, Muhsin; Tuncan, Ahmet; Donmez, Senayi
    In this study, the potential re-use of waste foundry sand in high-strength concrete production was investigated. The natural fine sand is replaced with waste foundry sand (0%, 5%, 10%, and 15%). The findings from a series of test program has shown reduction in compressive and tensile strengths, and the elasticity modulus which is directly related to waste foundry inclusion in concrete. Nevertheless the concrete with 10% waste foundry sand exhibits almost similar results to that of the control one. The slump and the workability of the fresh concrete decreases with the increase of the waste foundry sand ratio. Although the freezing and thawing significantly reduces the mechanical and physical properties of the concrete. The obtained results satisfies the acceptable limits set by the American Concrete Institute (Ad). (C) 2010 Elsevier Ltd. All rights reserved.
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    Master Thesis
    Gömülü Petrol ve Gaz Boru Hatları İç Basınçı Parametrik Çalışması
    (2014) Shaalan, Heyam Husseın; Sarı, Yasin Dursun
    Bu çalışmada, gömülü petrol ve gaz boru hatlarında sıvı iç basıncı, statik yük altında farklı toprak durumlarındaki davranışı parametric olarak analiz edilmiştir. Çelik borunun tavan deplasmanı farklı toprak koşulları (yoğun kum, gevşek kum ve kil) vegömülme derinlikleri için uygulanan yüzey yükleri ile ilgili sayısal hesaplamalar yapılmıştır. Boruların mekanik davranış, iki boyutlu sonlu eleman metodu ile, PLAXIS-2D, analiz edilmiştir. Sonuçların bir kısmı analiz edilmiş ve değerlendirilmiştir. Bu bağlamda, sonuçlar doğrusal olmayan regresyon analizi ile modellenmiştir. Zemininetkisi (yoğun kum, gevşek kum ve kil), gömülme derinliği, malzeme (petrol ve gaz), uygulanan yükün konumu, borular, iç sıvı basıncı gibi borunun mekanik parametreleri (bitişik boru çapı ve boru duvar kalınlığı) araştırılmıştır. Aynı zamanda karşılaştırmalarda gerçekleştirilmiştir.
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    Master Thesis
    Augustus Tapınağı?nın Dinamik Analizi
    (2011) Okur, Yunus Emre; Sarı, Yasin Dursun
    Bu tez çalışmasında Augustus Tapınağının dinamik analizi gerçekleştirildi. Bu çalışmada FLAC3D, 3DEC ve SAP2000 yazılım paketleri kullanıldı. Sonuçlar tartışıldı ve karşılaştırıldı.
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    Master Thesis
    Ptrol ve Gaz Boru Hatlarının Statik ve Dinamik Analizi
    (2014) Hassan, Marwan Adil; Sarı, Yasin Dursun
    Bu çalışmada, toprak ve çelik boru hatları arasındaki etkileşim üzerine bir sayısal analiz yapıldı. Toprak ve boru özellikleri gömülü boru hatlarının hareketleri üzerinde önemli etkilere neden olabilir. Dinamik ve statik yüklemeye maruz boru hatlarının davranışını inç elemek için, farklı petrol ve gaz boruları bu çalışmada dikkate alınmıştır. Süresi 10 sn ve büyüklüğü 5.4 olan deprem yükü ve 50, 100, 150 ve 200 kPa değişken yüzey yükleri kullanılmıştır. Bu etkileri simüle etmek için, 2D sonlu elemanlar sayısal metodu, PLAXIS, kullanılmıştır. Sonuçlar tartışılmış ve tek değişkenli doğrusal ve doğrusal olmayan matematiksel modelleme ile ifade edilmiştir. Toprak tipleri (kil, gevşek ve yoğun kum), toprak katmanları (bir, iki ve üç toprak katmanları), yeraltı su tablası, statik su yükleri (toprak üstünde yükseklik 20m), gömme derinliği, boru çapı, boru kalınlığı gibi faktörler çalışıldı. Sonuçları dikkate alındığında, bu faktörlerin hem statik hem de dinamik yükler etkisinde boru hattının deplasmanına sebep olabilecek önemli öğeler olduğu sonucuna varılabilir. Bazı önemli karşılaştırmalar ve sonuçlar verilmiştir.
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    Master Thesis
    Augustus Tapınağının Sayısal Modellemesi
    (2010) Döğer, Rıdvan; Sarı, Yasin Dursun
    Bu çalışma, Augustus Tapınağının sayısal modellemesini incelemektedir. Itasca firmasının 3DEC yazılımı ve PLAXIS B.V. firmasının PLAXIS yazılımı sayısal analiz için kullanılmıştır. Gelecek testler ve gözlemlemeler için öneriler verilmiştir. Analiz metodları ve taş yapıların özellikleri de bu tez de incelenmektedir.
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    Article
    Citation - WoS: 5
    Citation - Scopus: 7
    Clay Content Effects on Triaxial Swelling Characteristics of Clay-Bearing Samples
    (Sila Science, 2012) Bilir, M. Erdinc; Sari, Y. Dursun; Muftuoglu, Yadigar V.; Donmez, Senayi; Department of Civil Engineering
    There are some factors which have an important influence on the swelling characteristics of clay-bearing structures such as type of clay mineral, clay content, stress path, confinement, and scale effect. This paper includes a study of some of these factors of a reconstituted clay-bearing rock samples using a computer-controlled triaxial swelling test apparatus. According to the test results, almost the same swelling potential and stress are observed for the samples having the same density, diameter/height ratio, smectite content, and a confining pressure. On the other hand, the smectite content and confining pressure have a significant influence on the swelling behavior.
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    Article
    Citation - WoS: 10
    Citation - Scopus: 11
    Determination of the Relationship Between Uniaxial and Triaxial Swelling Equations for Clay Bearing Rocks
    (Springer Heidelberg, 2013) Bilir, M. Erdinc; Sari, Y. Dursun; Ozarslan, Ahmet; Genis, Melih; Sel, Ibrahim
    Design in swelling mediums is mostly based on uniaxial data since the standards proposed by the International Society for Rock Mechanics Commission on Swelling Rocks for uniaxial tests are in the form of recommendations, triaxial sets are not highly available; and there is no standard developed for triaxial tests. The main purpose of this study is to define the relationship between the uniaxial and the triaxial swelling equations and to predict the triaxial values using the uniaxial data. The other purpose of the study is to contribute to the development of the standards and to expand the data available in the literature about triaxial swelling behavior. Numerous uniaxial and triaxial swelling tests were performed on the samples from seven different locations, in Turkey, in a state of the art swelling laboratory. As a result of the determination of the triaxial swelling behavior of these samples, the relationships between the uniaxial and the triaxial swelling data for the individual samples as well as the whole set of samples are expressed by the equations derived from the statistical analyses.
  • Thumbnail Image
    Article
    Citation - WoS: 10
    Citation - Scopus: 9
    Bacteria-Induced Cementation in Sandy Soils
    (Taylor & Francis inc, 2015) Gurbuz, Ayhan; Sari, Yasin Dursun; Yuksekdag, Zehra Nur
    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.