Engineering Properties of Slag-Based Superfine Cement-Stabilized Clayey Soil
dc.authorid | 0000-0001-7206-0158 | en_US |
dc.contributor.author | Mollamahmutoglu, Murat | |
dc.contributor.author | Avcı, Eyübhan | |
dc.date.accessioned | 2021-03-20T20:13:10Z | |
dc.date.available | 2021-03-20T20:13:10Z | |
dc.date.issued | 2018 | |
dc.department | BTÜ, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümü | en_US |
dc.description.abstract | The aim of this research was to investigate such geotechnical properties as consistency limits, unconfined compressive strength (UCS), permeability, swelling potential, and the compressibility of slag-based, superfine cement (SSC)-stabilized, high-plasticity clayey soil. LICS ofhigh-plasticity clayey soil was increased by SSC stabilization under both wet-cured and air-dried conditions. UCS values of SSC stabilized specimens under both conditions increased with time. Additionally, UCS values of SSC-stabilized specimens under air-dried condition were higher than those of SSC- stabilized specimens under wet-cured condition. The permeability of high-plasticity clayey soil was reduced by the SSC stabilization, and the permeability of SSC-stabilized soil decreased with time. The swelling potential and the compressibility of high-plasticity clayey soil were also reduced by SSC stabilization. | en_US |
dc.identifier.doi | 10.14359/51701924 | en_US |
dc.identifier.endpage | 548 | en_US |
dc.identifier.issn | 0889-325X | |
dc.identifier.issn | 1944-737X | |
dc.identifier.issue | 4 | en_US |
dc.identifier.scopusquality | Q2 | en_US |
dc.identifier.startpage | 541 | en_US |
dc.identifier.uri | http://doi.org/10.14359/51701924 | |
dc.identifier.uri | https://hdl.handle.net/20.500.12885/805 | |
dc.identifier.volume | 115 | en_US |
dc.identifier.wos | WOS:000442005900005 | en_US |
dc.identifier.wosquality | Q3 | en_US |
dc.indekslendigikaynak | Web of Science | en_US |
dc.indekslendigikaynak | Scopus | en_US |
dc.institutionauthor | Avcı, Eyübhan | |
dc.language.iso | en | en_US |
dc.publisher | Amer Concrete Inst | en_US |
dc.relation.ispartof | Aci Materials Journal | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | compressibility | en_US |
dc.subject | high-plasticity clay | en_US |
dc.subject | permeability | en_US |
dc.subject | stabilization | en_US |
dc.subject | strength | en_US |
dc.subject | superfine slag-based cement | en_US |
dc.subject | swelling | en_US |
dc.title | Engineering Properties of Slag-Based Superfine Cement-Stabilized Clayey Soil | en_US |
dc.type | Article | en_US |