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.
TY - 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 . .
