Fine grained soil stabilization using class F fly ash with and without cement
Samo za registrovane korisnike
2015
Konferencijski prilog (Objavljena verzija)
Metapodaci
Prikaz svih podataka o dokumentuApstrakt
This paper presents the results of laboratory research of high plasticity clay stabilization using non self-cementing class F fly ash (also known as pulverised fuel ash or PFA) with and without activator - cement. Fly ash was collected from Serbian electric power plant "Kostolac". Soil-fly ash mixtures were prepared at different fly ash contents (10-25%). Tests were conducted on specimens compacted at the optimum water content from Standard Proctor compaction test. Effects of fly ash on physical and mechanical properties of soil such as plasticity, unconfined compressive strength, effective shear strength parameters, CBR, deformation parameters and swell potential were evaluated. Results of the research indicate that used fly ash without activator can effectively improve some engineering properties of the soil. After addition of cement the stabilization effects substantially were improved.
Izvor:
Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Confer, 2015, 5, 2671-2676Izdavač:
- ICE Publishing
Scopus: 2-s2.0-84964587822
Institucija/grupa
GraFarTY - CONF AU - Vukićević, Mirjana AU - Pujević, Veljko AU - Marjanović, M. AU - Jocković, Sanja AU - Maraš-Dragojević, Snežana PY - 2015 UR - https://grafar.grf.bg.ac.rs/handle/123456789/683 AB - This paper presents the results of laboratory research of high plasticity clay stabilization using non self-cementing class F fly ash (also known as pulverised fuel ash or PFA) with and without activator - cement. Fly ash was collected from Serbian electric power plant "Kostolac". Soil-fly ash mixtures were prepared at different fly ash contents (10-25%). Tests were conducted on specimens compacted at the optimum water content from Standard Proctor compaction test. Effects of fly ash on physical and mechanical properties of soil such as plasticity, unconfined compressive strength, effective shear strength parameters, CBR, deformation parameters and swell potential were evaluated. Results of the research indicate that used fly ash without activator can effectively improve some engineering properties of the soil. After addition of cement the stabilization effects substantially were improved. PB - ICE Publishing C3 - Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Confer T1 - Fine grained soil stabilization using class F fly ash with and without cement EP - 2676 SP - 2671 VL - 5 UR - https://hdl.handle.net/21.15107/rcub_grafar_683 ER -
@conference{ author = "Vukićević, Mirjana and Pujević, Veljko and Marjanović, M. and Jocković, Sanja and Maraš-Dragojević, Snežana", year = "2015", abstract = "This paper presents the results of laboratory research of high plasticity clay stabilization using non self-cementing class F fly ash (also known as pulverised fuel ash or PFA) with and without activator - cement. Fly ash was collected from Serbian electric power plant "Kostolac". Soil-fly ash mixtures were prepared at different fly ash contents (10-25%). Tests were conducted on specimens compacted at the optimum water content from Standard Proctor compaction test. Effects of fly ash on physical and mechanical properties of soil such as plasticity, unconfined compressive strength, effective shear strength parameters, CBR, deformation parameters and swell potential were evaluated. Results of the research indicate that used fly ash without activator can effectively improve some engineering properties of the soil. After addition of cement the stabilization effects substantially were improved.", publisher = "ICE Publishing", journal = "Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Confer", title = "Fine grained soil stabilization using class F fly ash with and without cement", pages = "2676-2671", volume = "5", url = "https://hdl.handle.net/21.15107/rcub_grafar_683" }
Vukićević, M., Pujević, V., Marjanović, M., Jocković, S.,& Maraš-Dragojević, S.. (2015). Fine grained soil stabilization using class F fly ash with and without cement. in Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Confer ICE Publishing., 5, 2671-2676. https://hdl.handle.net/21.15107/rcub_grafar_683
Vukićević M, Pujević V, Marjanović M, Jocković S, Maraš-Dragojević S. Fine grained soil stabilization using class F fly ash with and without cement. in Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Confer. 2015;5:2671-2676. https://hdl.handle.net/21.15107/rcub_grafar_683 .
Vukićević, Mirjana, Pujević, Veljko, Marjanović, M., Jocković, Sanja, Maraš-Dragojević, Snežana, "Fine grained soil stabilization using class F fly ash with and without cement" in Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Confer, 5 (2015):2671-2676, https://hdl.handle.net/21.15107/rcub_grafar_683 .