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
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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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Scholarly Output Search Results

Now showing 1 - 10 of 18
  • Thumbnail Image
    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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    Article
    A DIGITAL IMAGE ANALYSIS BASEDSURFACE POLISH MEASUREMENT SYSTEM
    (Pamukkale Univ, 2005) Donmez, Senayi; Sari, Y. Dursun
    Because marble and natural rocks have been used widely for ornamental purposes, rubbing-polishing process also became important. One of the factors determining the quality of natural rocks is surface polish. The degree of surface polish is determined by qualitative definitions based on experiences in the plants natural rocks are processed. In this study, a digital image analysis based surface polish measurement system which measures surface polish systematically was developed and its validity and suitability were investigated by making experiments on a natural rock sample.
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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.
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    Article
    Citation - WoS: 150
    Citation - Scopus: 185
    Effects of Elevated Temperature on Compressive Strength and Weight Loss of the Light-Weight Concrete With Silica Fume and Superplasticizer
    (Elsevier Sci Ltd, 2008) Sancak, Emre; Sari, Y. Dursun; Simsek, Osman; Dursun Sari, Y.
    In this study, structural light-weight concretes produced by Pumice (LWC) and concretes with normal-weight aggregate (NWC) were investigated. Compressive strength and weight loss of the concretes were determined after being exposed to high temperatures (20, 100, 400, 800, 1000 degrees C). To achieve these objectives, 12 different types of concrete mixtures were produced. In producing the mixtures, silica fume (SF) was used to replace the Portland cement in the ratios of 0%, 5% and 10% by weight. Half of the mixtures were obtained by adding superplasticizers (SP) to the above mixtures in the ratio of 2% by weight. In conclusion; unit weight of LWC was 23% lower than that of NWC. The LWC containing 2% SP could retain 38% of the initial compressive strength. Rate of deterioration was higher in NWC when compared to LWC. The loss of compressive strengths increased depending on the ratio of using SF at about 800 degrees C and over. (C) 2008 Elsevier Ltd. All rights reserved.
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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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    Article
    Citation - WoS: 210
    Citation - Scopus: 260
    Impact of Cyclic Wetting-Drying on Swelling Behavior of Lime-Stabilized Soil
    (Pergamon-elsevier Science Ltd, 2007) Guney, Yucel; Sari, Dursun; Cetin, Murat; Tuncan, Mustafa
    In this study, the impact of cyclic wetting and drying on swelling behavior of lime-stabilized clayey soils has been investigated. Swelling potential and swelling pressure tests have been carried out on soil mixtures with various amounts of kaolinite-bentonite clays, and on a high plasticity clayey soil sample. The tests have been repeated after the addition of lime to the lime-treated samples in different preparation. In each cycle the tested samples were allowed air dry to their initial water content thus shrinking to their initial height, which is called 'partial shrinkage' method. The results showed that the initial beneficiary effect of lime stabilization was lost after the first cycle and the swelling potential increased at the subsequent cycles. On the other hand, the swelling potential and the swelling pressure of the untreated soil samples started decreasing after the first cycle and they reached equilibrium after the fourth cycle. (c) 2005 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
    Ankrajlı Kazık Duvarların Sayısal Çözümlenmesi: Durum Analizi
    (2006) Sincil, Kıvanç; Sarı, Y. Dursun
    Bu tez, ankrajlı kazık duvarların sayısal analizi ile yerinde ölçümler ile sayısal verilerin, üst yapı ve zemin stabilitesi açısından karsılastırılmasını içermektedir. Ulus-Keçiören Metro projesi çalısmaları kapsamında, Gazino >stasyonu derin kazısı ankrajlı kazık duvarlar ile desteklenmistir. Ankrajlar, ankrajlı yapılar ve derin kazılar ile ilgili detaylı bir literatür taramasının ardından, bahsedilen Gazino >stasyonu kazısı, Plaxis isimli bir sonlu elemanlar programı kullanılarak modellenmis ve analiz edilmistir. Sayısal analizde kullanılacak olan zemin parametreleri yöntemin basarısında anahtar rol oynadıgından, bu parametrelerin seçimine önem verilmistir. Sayısal analiz sonuçları kazı seviyesinin üstündeki yatay duvar deplasmanlarını ölçülenden daha büyük, kazı seviyesinin altındaki deplasmanları ise ölçülenlerden daha küçük bulma olasılıgına ragmen, saha ölçümlerindeki dagılım ve güvenilirlilik dikkate alındıgında sayısal analiz sonuçları tatminkar olarak degerlendirilmistir. Zemin parametrelerinin seçiminde yardımcı olacak daha detaylı ve özenli saha ve laboratuvar deneyleri sayısal modellemelerle desteklendiginde sonuçlar daha dogru ve geçerli olacaktır. Anahtar Kelimeler : Sayısal Analiz, Ankraj, Kazık, Kazık Yanal Yerdegistirmesi, Yanal Zemin Basıncı, Oturma
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    Article
    Citation - WoS: 7
    Citation - Scopus: 8
    Rock mass response model for circular openings
    (Canadian Science Publishing, 2007) Sari, Dursun
    The main parameters affecting the failure and deformation state of the rock mass around a circular opening are the level of vertical and horizontal in situ stresses, the characteristics of the rock mass, the diameter of the opening, and the support pressure. The influence of all these parameters on the stress-induced final deformations around circular openings was investigated by a finite difference based two-dimensional numerical simulation for both hydrostatic and nonhydrostatic stress field conditions. From the results of the parametric studies, the variation of tunnel strain versus the ratio of uniaxial compressive strength of the rock mass to in situ vertical stress and the ratio of radial support pressure to in situ vertical stress for fair quality and poor quality rock masses was statistically analysed. As a result of the three-dimensional nonlinear regression analysis and surface curve fitting process by means of a large number of models, a best-fit model with the best correlation with these dimensionless parameters was proposed for calculating tunnel strains and ground response curves. Specific charts were created to highlight the influence of parameters on the deformation response of the openings to various support pressures.