Sarı, Yasin Dursun

Scholarly Output Search Results

Now showing 1 - 3 of 3

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.
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.
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

Journal	Count
African Journal of Biotechnology	1
Building and Environment	1
Bulletin of Engineering Geology and the Environment	1
Canadian Geotechnical Journal	1
Cement and Concrete Composites	1

Sarı, Yasin Dursun

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Turkish CoHE Profile ID

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WoS Researcher ID

Sustainable Development Goals

NO POVERTY

ZERO HUNGER

GOOD HEALTH AND WELL-BEING

QUALITY EDUCATION

GENDER EQUALITY

CLEAN WATER AND SANITATION

AFFORDABLE AND CLEAN ENERGY

DECENT WORK AND ECONOMIC GROWTH

INDUSTRY, INNOVATION AND INFRASTRUCTURE

REDUCED INEQUALITIES

SUSTAINABLE CITIES AND COMMUNITIES

RESPONSIBLE CONSUMPTION AND PRODUCTION

CLIMATE ACTION

LIFE BELOW WATER

LIFE ON LAND

PEACE, JUSTICE AND STRONG INSTITUTIONS

PARTNERSHIPS FOR THE GOALS

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Scholarly Output

18

Articles

13

Views / Downloads

22/62

Supervised MSc Theses

5

Supervised PhD Theses

0

WoS Citation Count

563

Scopus Citation Count

699

Patents

0

Projects

0

WoS Citations per Publication

31.28

Scopus Citations per Publication

38.83

Open Access Source

1

Supervised Theses

5

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Scholarly Output Search Results