Clay Content Effects on Triaxial Swelling Characteristics of Clay-Bearing Samples
| 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.contributor.other | 15. Graduate School of Natural and Applied Sciences | |
| dc.contributor.other | 01. Atılım University | |
| dc.date.accessioned | 2024-10-06T10:56:12Z | |
| dc.date.available | 2024-10-06T10:56:12Z | |
| dc.date.issued | 2012 | |
| 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.identifier.issn | 1308-772X | |
| dc.identifier.scopus | 2-s2.0-84862522328 | |
| dc.identifier.uri | https://hdl.handle.net/20.500.14411/8542 | |
| 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.rights | info:eu-repo/semantics/closedAccess | en_US |
| 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 |
| dspace.entity.type | Publication | |
| gdc.author.id | SARI, YASIN DURSUN/0000-0002-2859-7465 | |
| gdc.author.institutional | Sarı, Yasin Dursun | |
| gdc.author.institutional | Sarı, Yasin Dursun | |
| gdc.author.scopusid | 6701382837 | |
| gdc.author.scopusid | 6601992439 | |
| gdc.author.scopusid | 57211824720 | |
| gdc.author.scopusid | 16641984300 | |
| gdc.author.wosid | Dönmez, Senayi/AAB-8905-2020 | |
| gdc.author.wosid | SARI, YASIN DURSUN/AAQ-1115-2020 | |
| gdc.coar.access | metadata only access | |
| gdc.coar.type | text::journal::journal article | |
| gdc.description.department | Atılım University | en_US |
| gdc.description.departmenttemp | [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 |
| gdc.description.endpage | 850 | en_US |
| gdc.description.issue | 2 | en_US |
| gdc.description.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
| gdc.description.startpage | 837 | en_US |
| gdc.description.volume | 29 | en_US |
| gdc.description.woscitationindex | Science Citation Index Expanded | |
| gdc.identifier.wos | WOS:000304512900015 | |
| gdc.scopus.citedcount | 7 | |
| gdc.wos.citedcount | 5 | |
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