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Prethodno priopćenje
https://doi.org/10.14256/JCE.1281.2014

Stabilization of fine-grained soils with fly ash

Mirjana Vukićević
Veljko Pujević
Miloš Marjanović
Sanja Jocković
Snežana Maraš-Dragojević

Puni tekst: hrvatski, pdf (630 KB) str. 761-770 preuzimanja: 393* citiraj
APA 6th Edition
Vukićević, M., Pujević, V., Marjanović, M., Jocković, S. i Maraš-Dragojević, S. (2015). Stabilizacija sitnozrnatog tla letećim pepelom. Građevinar, 67 (08.), 761-770. https://doi.org/10.14256/JCE.1281.2014
MLA 8th Edition
Vukićević, Mirjana, et al. "Stabilizacija sitnozrnatog tla letećim pepelom." Građevinar, vol. 67, br. 08., 2015, str. 761-770. https://doi.org/10.14256/JCE.1281.2014. Citirano 29.09.2020.
Chicago 17th Edition
Vukićević, Mirjana, Veljko Pujević, Miloš Marjanović, Sanja Jocković i Snežana Maraš-Dragojević. "Stabilizacija sitnozrnatog tla letećim pepelom." Građevinar 67, br. 08. (2015): 761-770. https://doi.org/10.14256/JCE.1281.2014
Harvard
Vukićević, M., et al. (2015). 'Stabilizacija sitnozrnatog tla letećim pepelom', Građevinar, 67(08.), str. 761-770. https://doi.org/10.14256/JCE.1281.2014
Vancouver
Vukićević M, Pujević V, Marjanović M, Jocković S, Maraš-Dragojević S. Stabilizacija sitnozrnatog tla letećim pepelom. Građevinar [Internet]. 2015 [pristupljeno 29.09.2020.];67(08.):761-770. https://doi.org/10.14256/JCE.1281.2014
IEEE
M. Vukićević, V. Pujević, M. Marjanović, S. Jocković i S. Maraš-Dragojević, "Stabilizacija sitnozrnatog tla letećim pepelom", Građevinar, vol.67, br. 08., str. 761-770, 2015. [Online]. https://doi.org/10.14256/JCE.1281.2014

Sažetak
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.

Ključne riječi
soil stabilization; fly ash; fine-grained soil; shear strength; CBR

Hrčak ID: 144670

URI
https://hrcak.srce.hr/144670

[hrvatski]

Posjeta: 565 *