Fly ash and slag utilization for the Serbian railway substructure
Abstract
Approximately 7 million tons of fly ash and slag are produced in thermal power plants in Serbia every year, only 3% of which is used in the cement industry. About 300 million tons of the ash-slag mixture are disposed in land-fills, occupying an area of approximately 1600 hectares and generating environmental issues. Fly ash from Serbian power plants has pozzolanic properties and due to low concentration of calcium compounds (less than 10% CaO), they do not have self-cementing properties. According to the ASTM C618-15, this ash is from class F. According to the European Standard EN 197-1:2011, this ash is siliceous (type V) ash. From April 2014 to May 2015, an investigation of engineering properties of fly ash and mixtures of fly ash and slag from landfill (without or with binders of cement/lime) was conducted at the Laboratory of Soil Mechanics at the Faculty of Civil Engineering of the University of Belgrade (Serbia) and at the Institute for Testing of Materials - IMS Institute in Bel...grade. The laboratory test results were showed in the study 'Utilization of fly ash and slag produced in the TPP JP EPS thermal power plants for construction of railways'. Four kinds of waste materials from Serbian power plants were laboratory tested: (a) an ash-slag mixture from landfills at the 'Nikola Tesla A' thermal power plant; (b) fly ash from silos in the 'Nikola Tesla B' thermal power plant;
Keywords:
railway substructure / embankments / technical requirements / fly ash / slag / laboratory testsSource:
Transport, 2016, 33, 2, 389-398Publisher:
- Vilnius Gediminas Technical University
Funding / projects:
- Electric Power Industry of Serbia
- Research of technical-technological, staff and organizational capacity of Serbian Railways, from the viewpoint of current and future European Union requirements (RS-36012)
DOI: 10.3846/16484142.2016.1252427
ISSN: 1648-4142
WoS: 000428175400010
Scopus: 2-s2.0-85003819828
Collections
Institution/Community
GraFarTY - JOUR AU - Vukićević, Mirjana AU - Popović, Zdenka AU - Despotović, Jovan AU - Lazarević, Luka PY - 2016 UR - https://grafar.grf.bg.ac.rs/handle/123456789/958 AB - Approximately 7 million tons of fly ash and slag are produced in thermal power plants in Serbia every year, only 3% of which is used in the cement industry. About 300 million tons of the ash-slag mixture are disposed in land-fills, occupying an area of approximately 1600 hectares and generating environmental issues. Fly ash from Serbian power plants has pozzolanic properties and due to low concentration of calcium compounds (less than 10% CaO), they do not have self-cementing properties. According to the ASTM C618-15, this ash is from class F. According to the European Standard EN 197-1:2011, this ash is siliceous (type V) ash. From April 2014 to May 2015, an investigation of engineering properties of fly ash and mixtures of fly ash and slag from landfill (without or with binders of cement/lime) was conducted at the Laboratory of Soil Mechanics at the Faculty of Civil Engineering of the University of Belgrade (Serbia) and at the Institute for Testing of Materials - IMS Institute in Belgrade. The laboratory test results were showed in the study 'Utilization of fly ash and slag produced in the TPP JP EPS thermal power plants for construction of railways'. Four kinds of waste materials from Serbian power plants were laboratory tested: (a) an ash-slag mixture from landfills at the 'Nikola Tesla A' thermal power plant; (b) fly ash from silos in the 'Nikola Tesla B' thermal power plant; PB - Vilnius Gediminas Technical University T2 - Transport T1 - Fly ash and slag utilization for the Serbian railway substructure EP - 398 IS - 2 SP - 389 VL - 33 DO - 10.3846/16484142.2016.1252427 ER -
@article{ author = "Vukićević, Mirjana and Popović, Zdenka and Despotović, Jovan and Lazarević, Luka", year = "2016", abstract = "Approximately 7 million tons of fly ash and slag are produced in thermal power plants in Serbia every year, only 3% of which is used in the cement industry. About 300 million tons of the ash-slag mixture are disposed in land-fills, occupying an area of approximately 1600 hectares and generating environmental issues. Fly ash from Serbian power plants has pozzolanic properties and due to low concentration of calcium compounds (less than 10% CaO), they do not have self-cementing properties. According to the ASTM C618-15, this ash is from class F. According to the European Standard EN 197-1:2011, this ash is siliceous (type V) ash. From April 2014 to May 2015, an investigation of engineering properties of fly ash and mixtures of fly ash and slag from landfill (without or with binders of cement/lime) was conducted at the Laboratory of Soil Mechanics at the Faculty of Civil Engineering of the University of Belgrade (Serbia) and at the Institute for Testing of Materials - IMS Institute in Belgrade. The laboratory test results were showed in the study 'Utilization of fly ash and slag produced in the TPP JP EPS thermal power plants for construction of railways'. Four kinds of waste materials from Serbian power plants were laboratory tested: (a) an ash-slag mixture from landfills at the 'Nikola Tesla A' thermal power plant; (b) fly ash from silos in the 'Nikola Tesla B' thermal power plant;", publisher = "Vilnius Gediminas Technical University", journal = "Transport", title = "Fly ash and slag utilization for the Serbian railway substructure", pages = "398-389", number = "2", volume = "33", doi = "10.3846/16484142.2016.1252427" }
Vukićević, M., Popović, Z., Despotović, J.,& Lazarević, L.. (2016). Fly ash and slag utilization for the Serbian railway substructure. in Transport Vilnius Gediminas Technical University., 33(2), 389-398. https://doi.org/10.3846/16484142.2016.1252427
Vukićević M, Popović Z, Despotović J, Lazarević L. Fly ash and slag utilization for the Serbian railway substructure. in Transport. 2016;33(2):389-398. doi:10.3846/16484142.2016.1252427 .
Vukićević, Mirjana, Popović, Zdenka, Despotović, Jovan, Lazarević, Luka, "Fly ash and slag utilization for the Serbian railway substructure" in Transport, 33, no. 2 (2016):389-398, https://doi.org/10.3846/16484142.2016.1252427 . .