Sustainability of cement-stabilised clay: Sulfate resistance
dc.contributor.author | Kalıpçılar, İrem | |
dc.contributor.author | Sezer, Alper | |
dc.contributor.author | Altun, Selim | |
dc.contributor.author | Sezer, Gözde İnan | |
dc.contributor.buuauthor | Mardani, Ali Aghabaglou | |
dc.contributor.department | Uludağ Üniversitesi/Mühendislik Fakültesi/İnşaat Mühendisliği Bölümü. | tr_TR |
dc.contributor.orcid | 0000-0003-0326-5015 | tr_TR |
dc.contributor.researcherid | AAJ-6415-2021 | tr_TR |
dc.contributor.scopusid | 57669486700 | tr_TR |
dc.date.accessioned | 2023-09-22T07:05:30Z | |
dc.date.available | 2023-09-22T07:05:30Z | |
dc.date.issued | 2018-08 | |
dc.description.abstract | Sulfate attack on cement-stabilised soil is a durability problem which is directly related to the sustainability of the foundations. In this study, an experimental framework was established to evaluate the effects of sulfate attack on the strength and penetrability properties of cement-stabilised kaolin clay. Specimens incorporating ordinary Portland, pozzolanic and sulfate-resistant cements were compacted by standard Proctor effort, later cured for 1, 7, 28 and 90 d. Sodium and magnesium sulfates were used at concentrations of 0.3, 0.5 and 1%. At the end of the curing periods, the strength and penetrability characteristics of specimens were determined by conducting unconfined compressive strength and chloride-ion penetration tests. The results revealed that increase in cement content and curing time led to evident increase in strength and decrease in penetrability. Moreover, magnesium sulfate salt adversely affected hydration bonding between soil and cement in stabilised specimens. Increase in cement content caused increases in unconfined compressive strength; however, the rate of strength gain decreased in specimens exposed to sulfate attack. After 7 d of curing, the penetrability of specimens incorporating normal Portland cement is lower compared with that of other specimens including other types of cements; nevertheless, the reverse situation is valid after 28-d curing. | en_US |
dc.description.sponsorship | Ege Üniversitesi Bilim ve Teknoloji Merkezi - Teknoloji Transfer Ofisi - 113M202 - 2014-BİL-009 | tr_TR |
dc.identifier.citation | Kalıpçılar, İ. vd. (2018). ''Sustainability of cement-stabilised clay: Sulfate resistance''. Proceedings of the Institution of Civil Engineers: Engineering Sustainability, 171(5), 254-274. | en_US |
dc.identifier.endpage | 274 | tr_TR |
dc.identifier.issn | 1478-4629 | |
dc.identifier.issn | 1751-7680 | |
dc.identifier.issue | 5 | tr_TR |
dc.identifier.scopus | 2-s2.0-85065569187 | tr_TR |
dc.identifier.startpage | 254 | tr_TR |
dc.identifier.uri | https://doi.org/10.1680/jensu.16.00005 | |
dc.identifier.uri | https://www.icevirtuallibrary.com/doi/10.1680/jensu.16.00005 | |
dc.identifier.uri | http://hdl.handle.net/11452/33978 | |
dc.identifier.volume | 171 | tr_TR |
dc.identifier.wos | 000446992700004 | tr_TR |
dc.indexed.scopus | Scopus | en_US |
dc.indexed.wos | SCIE | en_US |
dc.language.iso | en | en_US |
dc.publisher | Ice Puplishing | en_US |
dc.relation.collaboration | Yurt içi | tr_TR |
dc.relation.journal | Proceedings of the Institution of Civil Engineers: Engineering Sustainability | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi | tr_TR |
dc.relation.tubitak | TUBITAK | tr_TR |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | Science & technology - other topics | en_US |
dc.subject | Engineering | en_US |
dc.subject | Buildings, structures & design | en_US |
dc.subject | Ldea reclamation | en_US |
dc.subject | Sustainability | en_US |
dc.subject | Strength evelopment | en_US |
dc.subject | Ettringite | en_US |
dc.subject | Expansion | en_US |
dc.subject | Limit | en_US |
dc.subject | Chlorine compounds | en_US |
dc.subject | Clay | en_US |
dc.subject | Compressive strength | en_US |
dc.subject | Curing | en_US |
dc.subject | Land reclamation | en_US |
dc.subject | Portland cement | en_US |
dc.subject | Sodium compounds | en_US |
dc.subject | Soil cement | en_US |
dc.subject | Soil testing | en_US |
dc.subject | Stabilization | en_US |
dc.subject | Sulfur compounds | en_US |
dc.subject | Sustainable development | en_US |
dc.subject | Cement content | en_US |
dc.subject | Chloride ion penetration | en_US |
dc.subject | Curing periods | en_US |
dc.subject | Magnesium sulfate | en_US |
dc.subject | Stabilised soil | en_US |
dc.subject | Sulfate resistance | en_US |
dc.subject | Sulfate resistant cements | en_US |
dc.subject | Unconfined compressive strength | en_US |
dc.subject | Magnesium compounds | en_US |
dc.subject.scopus | Soil Cement; Compressive Strength; Calcium Carbide | en_US |
dc.subject.wos | Green & sustainable science & technology | en_US |
dc.subject.wos | Engineering, civil | en_US |
dc.title | Sustainability of cement-stabilised clay: Sulfate resistance | en_US |
dc.type | Article | |
dc.wos.quartile | Q3 (Engineering, civil) | en_US |
dc.wos.quartile | Q4 (Green & sustainable science & technology) | en_US |
Files
License bundle
1 - 1 of 1
No Thumbnail Available
- Name:
- license.txt
- Size:
- 1.71 KB
- Format:
- Item-specific license agreed upon to submission
- Description: