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dc.contributor.authorYilmaz, Isik
dc.contributor.authorMarschalko, Marian
dc.date.accessioned2019-07-27T12:10:23Z
dc.date.accessioned2019-07-28T09:56:48Z
dc.date.available2019-07-27T12:10:23Z
dc.date.available2019-07-28T09:56:48Z
dc.date.issued2014
dc.identifier.issn1435-9529
dc.identifier.issn1435-9537
dc.identifier.urihttps://dx.doi.org/10.1007/s10064-014-0598-4
dc.identifier.urihttps://hdl.handle.net/20.500.12418/8136
dc.descriptionWOS: 000344323700013en_US
dc.description.abstractIn the design of foundations of structures, especially light buildings, on clayey soils, the main soil behaviours to be considered are swelling properties and surface heave. Therefore, determination of swelling properties by means of swell percent and maximum swell pressure as well as estimation of the surface is very important in the investigation of such soils and light structures on them. In order to obtain the swelling parameters of clayey soils, experimental laboratory tests were carried out and standardised. Distilled water is generally used during these experimental tests; however, the soil in situ interacts with different types of water having different water chemistries. Therefore, the swelling behaviour of expansive soils tested with distilled water would naturally be different from the behaviour of expansive soils tested with different water types and chemistries. For this reason, it was anticipated that determination of the realistic swell behaviour in laboratory experiments requires the use of the same water as in the in situ condition. In this article, the effect of the water type and chemistry on the swelling behaviour of the clays was investigated by testing the clay samples with eight different types of water collected from the sea, river, lake and different rock formations. The main result of this research was that the anticipated clay swell percentages and pressures for different types of water were lower than for the distilled water routinely used in testing.en_US
dc.description.sponsorshipTUBITAK [110Y009]en_US
dc.description.sponsorshipThe authors thank TUBITAK for the financial support of Project 110Y009. The authors are deeply grateful to the anonymous reviewers for very constructive comments and suggestions that led to the improvement of the quality of the paper.en_US
dc.language.isoengen_US
dc.publisherSPRINGER HEIDELBERGen_US
dc.relation.isversionof10.1007/s10064-014-0598-4en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectClay soilsen_US
dc.subjectSwellingen_US
dc.subjectSwell potentialen_US
dc.subjectWater type and chemistryen_US
dc.titleThe effect of different types of water on the swelling behaviour of expansive claysen_US
dc.typearticleen_US
dc.relation.journalBULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENTen_US
dc.contributor.department[Yilmaz, Isik] Cumhuriyet Univ, Dept Geol Engn, Fac Engn, TR-58140 Sivas, Turkey -- [Marschalko, Marian] Tech Univ Ostrava, Inst Geol Engn, Fac Min & Geol, Ostrava 70833, Czech Republicen_US
dc.identifier.volume73en_US
dc.identifier.issue4en_US
dc.identifier.endpage1062en_US
dc.identifier.startpage1049en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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