Stabilization of fine-grained soils with fly ash
2015
Аутори
Vukićević, MirjanaPujević, Veljko
Marjanović, Miloš
Jocković, Sanja
Maraš-Dragojević, Snežana
Чланак у часопису (Објављена верзија)
Метаподаци
Приказ свих података о документуАпстракт
Results of laboratory research focusing on soil stabilization, using fly ash without activators, are presented in the paper. Two types of fine-grained soils were tested: low to medium plasticity clay and very expansive, medium to high plasticity clay. Soil-fly ash mixtures were prepared at optimum fly ash contents (15 and 20%). The effects of fly ash on the soil plasticity, moisture-density relationship, unconfined compressive strength, shear strength parameters, CBR (California Bearing Ratio) values, deformation parameters, and swell potential, were evaluated. Results obtained show that the use uf fly ash can significantly contribute to the improvement of soil properties.
Кључне речи:
soil stabilization / fly ash / fine-grained soil / shear strength / CBRИзвор:
Građevinar, 2015, 67, 8, 761-770Издавач:
- Union of Croatian Civil Engineers and Technicians
DOI: 10.14256/JCE.1281.2014
ISSN: 0350-2465
WoS: 000362621800003
Scopus: 2-s2.0-84944037760
Институција/група
GraFarTY - JOUR AU - Vukićević, Mirjana AU - Pujević, Veljko AU - Marjanović, Miloš AU - Jocković, Sanja AU - Maraš-Dragojević, Snežana PY - 2015 UR - https://grafar.grf.bg.ac.rs/handle/123456789/717 AB - Results of laboratory research focusing on soil stabilization, using fly ash without activators, are presented in the paper. Two types of fine-grained soils were tested: low to medium plasticity clay and very expansive, medium to high plasticity clay. Soil-fly ash mixtures were prepared at optimum fly ash contents (15 and 20%). The effects of fly ash on the soil plasticity, moisture-density relationship, unconfined compressive strength, shear strength parameters, CBR (California Bearing Ratio) values, deformation parameters, and swell potential, were evaluated. Results obtained show that the use uf fly ash can significantly contribute to the improvement of soil properties. PB - Union of Croatian Civil Engineers and Technicians T2 - Građevinar T1 - Stabilization of fine-grained soils with fly ash EP - 770 IS - 8 SP - 761 VL - 67 DO - 10.14256/JCE.1281.2014 ER -
@article{ author = "Vukićević, Mirjana and Pujević, Veljko and Marjanović, Miloš and Jocković, Sanja and Maraš-Dragojević, Snežana", year = "2015", abstract = "Results of laboratory research focusing on soil stabilization, using fly ash without activators, are presented in the paper. Two types of fine-grained soils were tested: low to medium plasticity clay and very expansive, medium to high plasticity clay. Soil-fly ash mixtures were prepared at optimum fly ash contents (15 and 20%). The effects of fly ash on the soil plasticity, moisture-density relationship, unconfined compressive strength, shear strength parameters, CBR (California Bearing Ratio) values, deformation parameters, and swell potential, were evaluated. Results obtained show that the use uf fly ash can significantly contribute to the improvement of soil properties.", publisher = "Union of Croatian Civil Engineers and Technicians", journal = "Građevinar", title = "Stabilization of fine-grained soils with fly ash", pages = "770-761", number = "8", volume = "67", doi = "10.14256/JCE.1281.2014" }
Vukićević, M., Pujević, V., Marjanović, M., Jocković, S.,& Maraš-Dragojević, S.. (2015). Stabilization of fine-grained soils with fly ash. in Građevinar Union of Croatian Civil Engineers and Technicians., 67(8), 761-770. https://doi.org/10.14256/JCE.1281.2014
Vukićević M, Pujević V, Marjanović M, Jocković S, Maraš-Dragojević S. Stabilization of fine-grained soils with fly ash. in Građevinar. 2015;67(8):761-770. doi:10.14256/JCE.1281.2014 .
Vukićević, Mirjana, Pujević, Veljko, Marjanović, Miloš, Jocković, Sanja, Maraš-Dragojević, Snežana, "Stabilization of fine-grained soils with fly ash" in Građevinar, 67, no. 8 (2015):761-770, https://doi.org/10.14256/JCE.1281.2014 . .