Clay Content Effects on Triaxial Swelling Characteristics of Clay-Bearing Samples

dc.authorid SARI, YASIN DURSUN/0000-0002-2859-7465
dc.authorscopusid 6701382837
dc.authorscopusid 6601992439
dc.authorscopusid 57211824720
dc.authorscopusid 16641984300
dc.authorwosid Dönmez, Senayi/AAB-8905-2020
dc.authorwosid SARI, YASIN DURSUN/AAQ-1115-2020
dc.contributor.author Bilir, M. Erdinc
dc.contributor.author Sari, Y. Dursun
dc.contributor.author Muftuoglu, Yadigar V.
dc.contributor.author Donmez, Senayi
dc.contributor.other Department of Civil Engineering
dc.contributor.other Department of Civil Engineering
dc.date.accessioned 2024-10-06T10:56:12Z
dc.date.available 2024-10-06T10:56:12Z
dc.date.issued 2012
dc.department Atılım University en_US
dc.department-temp [Sari, Y. Dursun] Atilim Univ, Dept Civil Engn, TR-06836 Incek Golbasi Ankara, Turkey; [Bilir, M. Erdinc; Muftuoglu, Yadigar V.] Zonguldak Karaelmas Univ, Dept Min Engn, TR-67100 Zonguldak, Turkey; [Donmez, Senayi] Cankiri Karatekin Univ, Dept Construct, Tech & Business Coll, Cankiri, Turkey en_US
dc.description SARI, YASIN DURSUN/0000-0002-2859-7465 en_US
dc.description.abstract 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. en_US
dc.description.woscitationindex Science Citation Index Expanded
dc.identifier.citationcount 5
dc.identifier.endpage 850 en_US
dc.identifier.issn 1308-772X
dc.identifier.issue 2 en_US
dc.identifier.scopus 2-s2.0-84862522328
dc.identifier.startpage 837 en_US
dc.identifier.uri https://hdl.handle.net/20.500.14411/8542
dc.identifier.volume 29 en_US
dc.identifier.wos WOS:000304512900015
dc.institutionauthor Sarı, Yasin Dursun
dc.institutionauthor Sarı, Yasin Dursun
dc.language.iso en en_US
dc.publisher Sila Science en_US
dc.relation.ispartof Energy Education Science and Technology Part A: Energy Science and Research 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 7
dc.subject Swelling en_US
dc.subject Triaxial swelling test en_US
dc.subject Smectite en_US
dc.subject Size effect en_US
dc.title Clay Content Effects on Triaxial Swelling Characteristics of Clay-Bearing Samples en_US
dc.type Article en_US
dc.wos.citedbyCount 5
dspace.entity.type Publication
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relation.isOrgUnitOfPublication.latestForDiscovery 238c4130-e9ea-4b1c-9dea-772c4a0dad39

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