SUBBASE STABILIZATION WITH FLY ASH

Due to increased activities in civil engineering, and especially in the transport infrastructure, and thus an increase in the use of additional construction materials, innovative solutions are needed in finding alternative materials for the preservation of natural resources. One of the solutions for...

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Published in:Facta Universitatis. Series: Architecture and Civil Engineering
Main Authors: Zlatko Zafirovski, Mite Markovski, Slobodan Ognjenovic, Vasko Gacevski, Ivona Nedevska, Riste Ristov
Format: Article
Language:English
Published: University of Niš 2024-04-01
Subjects:
Online Access:https://casopisi.junis.ni.ac.rs/index.php/FUArchCivEng/article/view/12193/5031
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author Zlatko Zafirovski
Mite Markovski
Slobodan Ognjenovic
Vasko Gacevski
Ivona Nedevska
Riste Ristov
author_facet Zlatko Zafirovski
Mite Markovski
Slobodan Ognjenovic
Vasko Gacevski
Ivona Nedevska
Riste Ristov
author_sort Zlatko Zafirovski
collection DOAJ
container_title Facta Universitatis. Series: Architecture and Civil Engineering
description Due to increased activities in civil engineering, and especially in the transport infrastructure, and thus an increase in the use of additional construction materials, innovative solutions are needed in finding alternative materials for the preservation of natural resources. One of the solutions for preserving natural building materials is the application of recycled material, which will also meet the required standards in civil engineering. In the transport infrastructure, there is a great opportunity for the use of recycled material, starting from the subbase, through the embankment and all the way to the superstructure and the concrete structures. One of the recycled materials that can be used in construction is fly ash. Fly ash is the most promising waste material when it comes to the wide range of applications in construction. Fly ash is obtained by burning coal in thermal power plants to produce electricity. Due to variations in the composition and characteristics of fly ash, several divisions and classifications have been created. One of the main classifications is according to the American standard ASTM C 618-05 where it is divided into class C and class F fly ash. This research aims to investigate the application of fly ash for subgrade stabilization and to determine the difference from a financial and environmental perspective for the application of fly ash compared to natural stone aggregate. The main research was carried out in connection with the increased use of natural stone aggregate, which appeared as a need during the rehabilitation of state road R1206, section Karpalak - Želino. Apart from the use of large quantities of stone aggregate for the stabilization of the subgrade, it also had an impact on the financial framework for the realization of the road project. In Macedonia, an analysis of the chemical composition of 4 samples of fly ash obtained in REC Bitola was carried out. From the obtained results, it can be concluded that it belongs to the classification of F-class fly ash and with the use of an activator (lime or cement) it can be used in the stabilization of the subgrade.
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spelling doaj-art-fa2fda2afb3c4ff6ad4b68ca823422e52025-08-19T23:03:40ZengUniversity of NišFacta Universitatis. Series: Architecture and Civil Engineering0354-46052406-08602024-04-01221798810.2298/FUACE230630033ZSUBBASE STABILIZATION WITH FLY ASHZlatko Zafirovski0Mite Markovski1Slobodan Ognjenovic2Vasko Gacevski3Ivona Nedevska4Riste Ristov5Ss. Cyril and Methodius University, Faculty of civil engineering, Skopje, North MacedoniaSs. Cyril and Methodius University, Faculty of civil engineering, Skopje, North MacedoniaSs. Cyril and Methodius University, Faculty of civil engineering, Skopje, North MacedoniaSs. Cyril and Methodius University, Faculty of civil engineering, Skopje, North MacedoniaSs. Cyril and Methodius University, Faculty of civil engineering, Skopje, North MacedoniaSs. Cyril and Methodius University, Faculty of civil engineering, Skopje, North MacedoniaDue to increased activities in civil engineering, and especially in the transport infrastructure, and thus an increase in the use of additional construction materials, innovative solutions are needed in finding alternative materials for the preservation of natural resources. One of the solutions for preserving natural building materials is the application of recycled material, which will also meet the required standards in civil engineering. In the transport infrastructure, there is a great opportunity for the use of recycled material, starting from the subbase, through the embankment and all the way to the superstructure and the concrete structures. One of the recycled materials that can be used in construction is fly ash. Fly ash is the most promising waste material when it comes to the wide range of applications in construction. Fly ash is obtained by burning coal in thermal power plants to produce electricity. Due to variations in the composition and characteristics of fly ash, several divisions and classifications have been created. One of the main classifications is according to the American standard ASTM C 618-05 where it is divided into class C and class F fly ash. This research aims to investigate the application of fly ash for subgrade stabilization and to determine the difference from a financial and environmental perspective for the application of fly ash compared to natural stone aggregate. The main research was carried out in connection with the increased use of natural stone aggregate, which appeared as a need during the rehabilitation of state road R1206, section Karpalak - Želino. Apart from the use of large quantities of stone aggregate for the stabilization of the subgrade, it also had an impact on the financial framework for the realization of the road project. In Macedonia, an analysis of the chemical composition of 4 samples of fly ash obtained in REC Bitola was carried out. From the obtained results, it can be concluded that it belongs to the classification of F-class fly ash and with the use of an activator (lime or cement) it can be used in the stabilization of the subgrade.https://casopisi.junis.ni.ac.rs/index.php/FUArchCivEng/article/view/12193/5031civil engineeringsubbasesubgradefly ashstabilization
spellingShingle Zlatko Zafirovski
Mite Markovski
Slobodan Ognjenovic
Vasko Gacevski
Ivona Nedevska
Riste Ristov
SUBBASE STABILIZATION WITH FLY ASH
civil engineering
subbase
subgrade
fly ash
stabilization
title SUBBASE STABILIZATION WITH FLY ASH
title_full SUBBASE STABILIZATION WITH FLY ASH
title_fullStr SUBBASE STABILIZATION WITH FLY ASH
title_full_unstemmed SUBBASE STABILIZATION WITH FLY ASH
title_short SUBBASE STABILIZATION WITH FLY ASH
title_sort subbase stabilization with fly ash
topic civil engineering
subbase
subgrade
fly ash
stabilization
url https://casopisi.junis.ni.ac.rs/index.php/FUArchCivEng/article/view/12193/5031
work_keys_str_mv AT zlatkozafirovski subbasestabilizationwithflyash
AT mitemarkovski subbasestabilizationwithflyash
AT slobodanognjenovic subbasestabilizationwithflyash
AT vaskogacevski subbasestabilizationwithflyash
AT ivonanedevska subbasestabilizationwithflyash
AT risteristov subbasestabilizationwithflyash