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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Scopus Quartile Distribution

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2005 - 20089
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End date: 2009Start date: 2005

Scholarly Output Search Results

Now showing 1 - 9 of 9
  • Thumbnail Image
    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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    Article
    Citation - Scopus: 5
    A Computer-Controlled Triaxial Test Apparatus for Measuring Swelling Characteristics of Reconstituted Clay-Bearing Rock
    (American Society for Testing and Materials, 2008) Sari, Dursun; Muftuoglu, Yadigar V.; Bilir, M. Erdinc
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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
    Sayısal Görüntü Analizi Tabanlı Bir Yüzey Parlaklık Ölçüm Sistemi
    (2005) Dönmez, Senayi; Sarı, Y. Dursun
    Mermer ve doğal taşların dekoratif amaçlı kullanımının çok yaygın hale gelmesi, silme-parlatma işlemini de önemli hale getirmiştir. Doğal taşların kalitesini belirleyen faktörlerin en önemlisi yüzey parlaklığıdır. Doğal taşların işlendiği tesislerde, yüzeyin parlatılma derecesi tecrübeye bağlı nitel tanımlarla belirlenmektedir. Bu çalışmada, doğal taş yüzeylerin parlaklığını sistematik olarak ölçen, sayısal görüntü analizi tabanlı yüzey parlaklık sistemi geliştirilmiş ve bir doğal taş örneği üzerinde deneyler yapılarak uygunluğu ve geçerliliği incelenmiştir.
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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: 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.
  • Thumbnail Image
    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.
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    Article
    Citation - WoS: 5
    Computer-controlled triaxial test apparatus for measuring swelling characteristics of reconstituted clay-bearing rock
    (Amer Soc Testing Materials, 2008) Bilir, M. Erdinc; Sari, Dursun; Muftuoglu, Yadigar V.
    To avoid problems encountered during and after the construction of engineering projects built within swelling rocks and soils, real data related to swelling stress and strains should be used to model such phenomena. A computer-controlled triaxial swelling test apparatus was developed to determine the swelling potentials for rock and soil specimens. It allows one to measure three-dimensional swelling strains and stress in a cylindrical specimen under variable axial and confinement stress variables. Triaxial swell tests were performed using three different procedures: free swell, strain-controlled, and stress-controlled under different axial and confinement stress conditions. The results of several tests conducted on reconstituted clay-bearing rock samples were statistically analyzed and mathematical models were presented and evaluated.
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    Article
    Citation - WoS: 13
    Citation - Scopus: 23
    Numerical Analysis of a Tunnel Support Design in Conjunction With Empirical Methods
    (Asce-amer Soc Civil Engineers, 2008) Sari, Yasin Dursun; Pasamehmetoglu, A. Gunhan; Cetiner, Erkan; Donmez, Senayi; Gunhan Pasamehmetoglu, A.
    In this paper, preliminary support design of a tunnel was analyzed by numerical and empirical approaches. The case study for this analysis is a tunnel to be constructed on the Bilecik-Istanbul roadway in Turkey. The rock mass properties of the tunnel route and design support recommendations were obtained by using an empirical approach. The rock mass properties obtained from the empirical method were used as input parameters for the numerical analysis. The empirical and numerical results, in terms of support design, were evaluated. It was seen that the numerical analysis results supported by empirical values were logical and reliable.