| dc.contributor.author | Yilmaz I. | |
| dc.contributor.author | Üstünkaya M. | |
| dc.date.accessioned | 2019-07-27T12:10:23Z | |
| dc.date.accessioned | 2019-07-28T09:12:49Z | |
| dc.date.available | 2019-07-27T12:10:23Z | |
| dc.date.available | 2019-07-28T09:12:49Z | |
| dc.date.issued | 2004 | |
| dc.identifier.issn | 1435-9529 | |
| dc.identifier.uri | https://dx.doi.org/10.1007/s10064-004-0229-6 | |
| dc.identifier.uri | https://hdl.handle.net/20.500.12418/4500 | |
| dc.description.abstract | The consolidation properties of clay samples from a marine environment were examined. Index, triaxial and odeometer tests were performed on the undisturbed/disturbed clay samples from 13 boreholes in the Gemlik Gulf (Bursa-Turkey). Laboratory tests indicated that the clays are soft and have a high moisture content and hence are highly compressible. The majority of the clays are unconsolidated due to the accretion rate being faster than the dissipation of pore water. © Springer-Verlag 2004. | en_US |
| dc.language.iso | eng | en_US |
| dc.relation.isversionof | 10.1007/s10064-004-0229-6 | en_US |
| dc.rights | info:eu-repo/semantics/closedAccess | en_US |
| dc.subject | Clay soil | en_US |
| dc.subject | Consolidation | en_US |
| dc.subject | Marine | en_US |
| dc.subject | Saturated condition | en_US |
| dc.subject | Shear strength | en_US |
| dc.title | Unconsolidated clays from the inner shore of the Gemlik Gulf in the Marmara Sea (Bursa-Turkey) | en_US |
| dc.type | article | en_US |
| dc.relation.journal | Bulletin of Engineering Geology and the Environment | en_US |
| dc.contributor.department | Yilmaz, I., Department of Geology, Faculty of Enginering, Cumhuriyet University, Sivas 58140, Turkey -- Üstünkaya, M., Best Ltd., Ostim, Ankara, Turkey | en_US |
| dc.identifier.volume | 63 | en_US |
| dc.identifier.issue | 2 | en_US |
| dc.identifier.endpage | 139 | en_US |
| dc.identifier.startpage | 133 | en_US |
| dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
