Stabilization of Low Bearing Soil Using Fly Ash and Chemical Additive Polybond
Апстракт
The results of laboratory research of high plasticity clay stabilization using liquid chemical additive Polybond and the fly ash from Serbian thermal electric power plant Kostolac are presented in this paper. In order to determine the effects of stabilization, extensive laboratory study of physical and mechanical properties of the stabilized soil (unconfined compression strength, shear strength parameters, CBR, deformation parameters, swelling, coefficient of permeability, resistance to freezing) were performed. The results of the research clearly indicate the positive effects of the clay stabilization using Polybond, as well as fly ash, and confirm that these additives can be successfully applied as a clayey soil stabilizers in various practical applications such as: stabilization of low bearing subgrade, construction of embankments and geotechnical structures of low permeability, improvement of mechanical properties of top subgrade layers etc. The use of stabilizers reduces energy co...nsumption, as well as the usage of natural materials such as stone aggregates.
Кључне речи:
Soil stabilization / Polybond / Fly ash / High plasticity clayИзвор:
International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra, 2018, 692, 625-633Издавач:
- Springer Verlag
DOI: 10.1007/978-3-319-70987-1_66
ISSN: 2194-5357
WoS: 000436502300066
Scopus: 2-s2.0-85039414518
Институција/група
GraFarTY - CONF AU - Vukićević, Mirjana AU - Pujević, Veljko AU - Marjanović, Miloš PY - 2018 UR - https://grafar.grf.bg.ac.rs/handle/123456789/931 AB - The results of laboratory research of high plasticity clay stabilization using liquid chemical additive Polybond and the fly ash from Serbian thermal electric power plant Kostolac are presented in this paper. In order to determine the effects of stabilization, extensive laboratory study of physical and mechanical properties of the stabilized soil (unconfined compression strength, shear strength parameters, CBR, deformation parameters, swelling, coefficient of permeability, resistance to freezing) were performed. The results of the research clearly indicate the positive effects of the clay stabilization using Polybond, as well as fly ash, and confirm that these additives can be successfully applied as a clayey soil stabilizers in various practical applications such as: stabilization of low bearing subgrade, construction of embankments and geotechnical structures of low permeability, improvement of mechanical properties of top subgrade layers etc. The use of stabilizers reduces energy consumption, as well as the usage of natural materials such as stone aggregates. PB - Springer Verlag C3 - International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra T1 - Stabilization of Low Bearing Soil Using Fly Ash and Chemical Additive Polybond EP - 633 SP - 625 VL - 692 DO - 10.1007/978-3-319-70987-1_66 ER -
@conference{ author = "Vukićević, Mirjana and Pujević, Veljko and Marjanović, Miloš", year = "2018", abstract = "The results of laboratory research of high plasticity clay stabilization using liquid chemical additive Polybond and the fly ash from Serbian thermal electric power plant Kostolac are presented in this paper. In order to determine the effects of stabilization, extensive laboratory study of physical and mechanical properties of the stabilized soil (unconfined compression strength, shear strength parameters, CBR, deformation parameters, swelling, coefficient of permeability, resistance to freezing) were performed. The results of the research clearly indicate the positive effects of the clay stabilization using Polybond, as well as fly ash, and confirm that these additives can be successfully applied as a clayey soil stabilizers in various practical applications such as: stabilization of low bearing subgrade, construction of embankments and geotechnical structures of low permeability, improvement of mechanical properties of top subgrade layers etc. The use of stabilizers reduces energy consumption, as well as the usage of natural materials such as stone aggregates.", publisher = "Springer Verlag", journal = "International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra", title = "Stabilization of Low Bearing Soil Using Fly Ash and Chemical Additive Polybond", pages = "633-625", volume = "692", doi = "10.1007/978-3-319-70987-1_66" }
Vukićević, M., Pujević, V.,& Marjanović, M.. (2018). Stabilization of Low Bearing Soil Using Fly Ash and Chemical Additive Polybond. in International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra Springer Verlag., 692, 625-633. https://doi.org/10.1007/978-3-319-70987-1_66
Vukićević M, Pujević V, Marjanović M. Stabilization of Low Bearing Soil Using Fly Ash and Chemical Additive Polybond. in International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra. 2018;692:625-633. doi:10.1007/978-3-319-70987-1_66 .
Vukićević, Mirjana, Pujević, Veljko, Marjanović, Miloš, "Stabilization of Low Bearing Soil Using Fly Ash and Chemical Additive Polybond" in International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra, 692 (2018):625-633, https://doi.org/10.1007/978-3-319-70987-1_66 . .