Determination of the Relationship Between Uniaxial and Triaxial Swelling Equations for Clay Bearing Rocks

dc.authorid SARI, Yasin Dursun/0000-0002-2859-7465
dc.authorscopusid 6701382837
dc.authorscopusid 6601992439
dc.authorscopusid 16319829100
dc.authorscopusid 16318697100
dc.authorscopusid 55256148500
dc.authorwosid GENIS, MELIH/JWO-5567-2024
dc.authorwosid SARI, Yasin Dursun/AAQ-1115-2020
dc.contributor.author Bilir, M. Erdinc
dc.contributor.author Sari, Y. Dursun
dc.contributor.author Ozarslan, Ahmet
dc.contributor.author Genis, Melih
dc.contributor.author Sel, Ibrahim
dc.contributor.other Department of Civil Engineering
dc.date.accessioned 2024-07-05T14:26:10Z
dc.date.available 2024-07-05T14:26:10Z
dc.date.issued 2013
dc.department Atılım University en_US
dc.department-temp [Bilir, M. Erdinc; Ozarslan, Ahmet; Genis, Melih] Bulent Ecevit Univ, Dept Min Engn, Zonguldak, Turkey; [Sari, Y. Dursun] Atilim Univ, Dept Civil Engn, Ankara, Turkey; [Sel, Ibrahim] Bursa Orhangazi Univ, Dept Civil Engn, Bursa, Turkey en_US
dc.description SARI, Yasin Dursun/0000-0002-2859-7465 en_US
dc.description.abstract 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. en_US
dc.description.sponsorship TUBITAK (Scientific and Technical Research Council of Turkey) [104M198]; Bulent Ecevit University en_US
dc.description.sponsorship The authors sincerely thank the TUBITAK (Scientific and Technical Research Council of Turkey, Project No: 104M198) and Bulent Ecevit University for financial support and two anonymous reviewers for their valuable recommendations. en_US
dc.identifier.citationcount 7
dc.identifier.doi 10.1007/s10064-013-0523-2
dc.identifier.endpage 577 en_US
dc.identifier.issn 1435-9529
dc.identifier.issn 1435-9537
dc.identifier.issue 3-4 en_US
dc.identifier.scopus 2-s2.0-84891152216
dc.identifier.scopusquality Q1
dc.identifier.startpage 565 en_US
dc.identifier.uri https://doi.org/10.1007/s10064-013-0523-2
dc.identifier.uri https://hdl.handle.net/20.500.14411/110
dc.identifier.volume 72 en_US
dc.identifier.wos WOS:000327495600024
dc.identifier.wosquality Q1
dc.institutionauthor Sarı, Yasin Dursun
dc.language.iso en en_US
dc.publisher Springer Heidelberg en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.scopus.citedbyCount 9
dc.subject Swelling en_US
dc.subject Triaxial en_US
dc.subject Uniaxial en_US
dc.subject Relationship en_US
dc.subject Stress en_US
dc.subject Strain en_US
dc.subject Clay en_US
dc.title Determination of the Relationship Between Uniaxial and Triaxial Swelling Equations for Clay Bearing Rocks en_US
dc.type Article en_US
dc.wos.citedbyCount 8
dspace.entity.type Publication
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