Highly Effective Injection Composites With Fly Ash and Microsilica for Soil Stabilization
| dc.contributor.author | Ozkilic, Yasin Onuralp | |
| dc.contributor.author | Beskopylny, Alexey N. | |
| dc.contributor.author | Aksoylu, Ceyhun | |
| dc.contributor.author | Stel'makh, Sergey A. | |
| dc.contributor.author | Shcherban', Evgenii M. | |
| dc.contributor.author | Madenci, Emrah | |
| dc.contributor.author | Kosykh, Alexey | |
| dc.date.accessioned | 2026-01-10T16:40:25Z | |
| dc.date.available | 2026-01-10T16:40:25Z | |
| dc.date.issued | 2025 | |
| dc.description.abstract | Injection composites based on mineral binders are widely used for soil stabilization, using jet grouting technology to solve various geotechnical problems. Cement, which contains toxic components and worsens the ecology of the environment, is typically the main mineral component used to manufacture injection composites. Reducing cement consumption in the production of building materials is currently of great importance. This study developed highly effective, environmentally friendly injection composites for soil stabilization based on three mineral components: Portland cement, fly ash (FA), and microsilica (MS). FA was introduced into the composites as a partial Portland cement substitute, in amounts ranging from 5 to 50% in 5% increments. The properties of fresh and hardened composites, including the density, flow rate, water separation, compressive strength at 7 and 28 days, and the structure and phase composition of the composites, were studied. The inclusion of FA in the composition of composites contributes to a decrease in density by 16.9%, from 1.89 g/cm3 to 1.57 g/cm3, and cone spread by 9%, from 30.1 cm to 27.4 cm, and an increase in water bleeding by 91.4%, from 3.5% to 6.7%, respectively. Based on the results of the experimental studies, the most effective dosage of FA was determined, which amounted to 20%. An increase in compressive strength was recorded for composites at the age of 7 days of 8.3%, from 33.6 MPa to 36.4 MPa, and for compressive strength at the age of 28 days of 9.4%, from 41.3 MPa to 45.2 MPa, respectively. SEM and XRD analysis results show that including FA and MS promotes the formation of additional calcium hydrosilicates (CSH) and the development of a compact and organized composite structure. The developed composites with FA contents of up to 50% exhibit the required properties and can be used for their intended purpose in real-world construction for soil stabilization. | en_US |
| dc.description.sponsorship | Russian Science Foundation [25-79-32007] | en_US |
| dc.description.sponsorship | This study was supported by the grant of the Russian Science Foundation No. 25-79-32007, https://rscf.ru/project/25-79-32007/ (accessed on 30 November 2025). | en_US |
| dc.identifier.doi | 10.3390/jcs9120675 | |
| dc.identifier.issn | 2504-477X | |
| dc.identifier.uri | https://doi.org/10.3390/jcs9120675 | |
| dc.identifier.uri | https://hdl.handle.net/123456789/12894 | |
| dc.language.iso | en | en_US |
| dc.publisher | MDPI | en_US |
| dc.relation.ispartof | Journal of Composites Science | en_US |
| dc.rights | info:eu-repo/semantics/openAccess | en_US |
| dc.subject | Fly Ash | en_US |
| dc.subject | Injection Composite | en_US |
| dc.subject | Soil Stabilization | en_US |
| dc.subject | Microsilica | en_US |
| dc.subject | Composite Structure | en_US |
| dc.subject | Composite Density | en_US |
| dc.subject | Composite Compressive Strength | en_US |
| dc.title | Highly Effective Injection Composites With Fly Ash and Microsilica for Soil Stabilization | en_US |
| dc.type | Article | en_US |
| dspace.entity.type | Publication | |
| gdc.author.wosid | Chernil'Nik, Andrei/Acw-7625-2022 | |
| gdc.author.wosid | Beskopylnyy, Alexey/P-1373-2015 | |
| gdc.author.wosid | Stel'Makh, Sergei/Aag-6076-2020 | |
| gdc.author.wosid | Shcherban', Evgenii/Aag-6070-2020 | |
| gdc.author.wosid | Madenci, Emrah/Abd-1971-2020 | |
| gdc.author.wosid | Özkılıç, Yasin Onuralp/Aaa-9279-2019 | |
| gdc.author.wosid | Aksoylu, Ceyhun/Aaq-1447-2020 | |
| gdc.bip.impulseclass | C5 | |
| gdc.bip.influenceclass | C5 | |
| gdc.bip.popularityclass | C5 | |
| gdc.description.department | Konya Technical University | en_US |
| gdc.description.departmenttemp | [Ozkilic, Yasin Onuralp; Madenci, Emrah] Necmettin Erbakan Univ, Fac Engn, Dept Civil Engn, TR-42000 Konya, Turkiye; [Ozkilic, Yasin Onuralp; Stel'makh, Sergey A.; Chernil'nik, Andrei; Kosykh, Alexey] Don State Tech Univ, Dept Un Bldg & Construct Engn, Gagarin Sq 1, Rostov Na Donu 344003, Russia; [Beskopylny, Alexey N.] Don State Tech Univ, Fac Rd & Transport Syst, Dept Transport Syst, Rostov Na Donu 344003, Russia; [Aksoylu, Ceyhun] Konya Tech Univ, Fac Engn & Nat Sci, Dept Civil Engn, TR-42075 Konya, Turkiye; [Shcherban', Evgenii M.] Don State Tech Univ, Dept Engn Geometry & Comp Graph, Rostov Na Donu 344003, Russia; [Madenci, Emrah] Western Caspian Univ, Dept Tech Sci, Baku 1001, Azerbaijan; [Shakhalieva, Diana M.] Don State Tech Univ, Dept Design, Rostov Na Donu 344003, Russia | en_US |
| gdc.description.issue | 12 | en_US |
| gdc.description.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
| gdc.description.scopusquality | Q2 | |
| gdc.description.startpage | 675 | |
| gdc.description.volume | 9 | en_US |
| gdc.description.woscitationindex | Emerging Sources Citation Index | |
| gdc.description.wosquality | Q2 | |
| gdc.identifier.openalex | W4417051052 | |
| gdc.identifier.wos | WOS:001646811200001 | |
| gdc.index.type | WoS | |
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| gdc.openalex.collaboration | International | |
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| gdc.virtual.author | Aksoylu, Ceyhun | |
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