Performance of Ladle Furnace Slag in Mortar under Standard and Accelerated Curing

This research preliminarily investigated the suitability of a locally available ladle furnace slag (LFS) as a partial replacement of cement in mortar. The raw material was first characterized to obtain its chemical and physical properties through particle size distribution, X-ray fluorescence (XRF),...

Szczegółowa specyfikacja

Opis bibliograficzny
Główni autorzy: Iffat Sultana, G. M. Sadiqul Islam
Format: Artykuł
Język:English
Wydane: Hindawi Limited 2022-01-01
Seria:Advances in Civil Engineering
Dostęp online:http://dx.doi.org/10.1155/2022/7824084
_version_ 1827000629619326976
author Iffat Sultana
G. M. Sadiqul Islam
author_facet Iffat Sultana
G. M. Sadiqul Islam
author_sort Iffat Sultana
collection DOAJ
description This research preliminarily investigated the suitability of a locally available ladle furnace slag (LFS) as a partial replacement of cement in mortar. The raw material was first characterized to obtain its chemical and physical properties through particle size distribution, X-ray fluorescence (XRF), X-ray diffraction (XRD), and scanning electron microscopy (SEM). Later, the raw LFS was classified into two categories: (i) raw LFS and (ii) sieved (passing through #200 sieve) LFS and incorporated in mortars as a partial replacement of cement. Mortar prisms with 5, 10, 15, 20, 25, and 50% LFS (raw and sieved) were prepared and cured under normal temperature (NTC) for 7, 28, and 56 days. Additional mortar prisms (with raw and sieved LFS) were prepared by curing them under high-temperature accelerated curing (HTAC) for 7 days. The characterization tests suggest that CaO, SiO2, MgO, and Al2O3 are the main compounds of raw LFS used in this study. The mineralogical phases present in the raw slag are calcio-olivine, akermanite, α-quartz, merwinite, magnetite (Fe3O4), and calcium-aluminium oxide. Both raw and sieved LFS-blended mortars yield good consistency up to 25% cement replacement in mortars. The compressive strength of NTC mortar suggests that 5% and 10% replacement of cement with raw and sieved LFS yields higher strength than the control mortar. Seven days strengths of raw and sieved LFS blended mortars obtained for HTAC are closely comparable to that of 28 days under NTC. This study recommends that LFS could be a sustainable supplementary material to use as a partial replacement of cement in mortar, preferably up to a level of 15% for standard works.
first_indexed 2024-04-11T08:54:31Z
format Article
id doaj.art-db61aa7124f241e8b770c5529e4fa4f9
institution Directory Open Access Journal
issn 1687-8094
language English
last_indexed 2025-02-18T10:48:07Z
publishDate 2022-01-01
publisher Hindawi Limited
record_format Article
series Advances in Civil Engineering
spelling doaj.art-db61aa7124f241e8b770c5529e4fa4f92024-11-02T05:27:07ZengHindawi LimitedAdvances in Civil Engineering1687-80942022-01-01202210.1155/2022/7824084Performance of Ladle Furnace Slag in Mortar under Standard and Accelerated CuringIffat Sultana0G. M. Sadiqul Islam1Department of Civil EngineeringDepartment of Civil EngineeringThis research preliminarily investigated the suitability of a locally available ladle furnace slag (LFS) as a partial replacement of cement in mortar. The raw material was first characterized to obtain its chemical and physical properties through particle size distribution, X-ray fluorescence (XRF), X-ray diffraction (XRD), and scanning electron microscopy (SEM). Later, the raw LFS was classified into two categories: (i) raw LFS and (ii) sieved (passing through #200 sieve) LFS and incorporated in mortars as a partial replacement of cement. Mortar prisms with 5, 10, 15, 20, 25, and 50% LFS (raw and sieved) were prepared and cured under normal temperature (NTC) for 7, 28, and 56 days. Additional mortar prisms (with raw and sieved LFS) were prepared by curing them under high-temperature accelerated curing (HTAC) for 7 days. The characterization tests suggest that CaO, SiO2, MgO, and Al2O3 are the main compounds of raw LFS used in this study. The mineralogical phases present in the raw slag are calcio-olivine, akermanite, α-quartz, merwinite, magnetite (Fe3O4), and calcium-aluminium oxide. Both raw and sieved LFS-blended mortars yield good consistency up to 25% cement replacement in mortars. The compressive strength of NTC mortar suggests that 5% and 10% replacement of cement with raw and sieved LFS yields higher strength than the control mortar. Seven days strengths of raw and sieved LFS blended mortars obtained for HTAC are closely comparable to that of 28 days under NTC. This study recommends that LFS could be a sustainable supplementary material to use as a partial replacement of cement in mortar, preferably up to a level of 15% for standard works.http://dx.doi.org/10.1155/2022/7824084
spellingShingle Iffat Sultana
G. M. Sadiqul Islam
Performance of Ladle Furnace Slag in Mortar under Standard and Accelerated Curing
Advances in Civil Engineering
title Performance of Ladle Furnace Slag in Mortar under Standard and Accelerated Curing
title_full Performance of Ladle Furnace Slag in Mortar under Standard and Accelerated Curing
title_fullStr Performance of Ladle Furnace Slag in Mortar under Standard and Accelerated Curing
title_full_unstemmed Performance of Ladle Furnace Slag in Mortar under Standard and Accelerated Curing
title_short Performance of Ladle Furnace Slag in Mortar under Standard and Accelerated Curing
title_sort performance of ladle furnace slag in mortar under standard and accelerated curing
url http://dx.doi.org/10.1155/2022/7824084
work_keys_str_mv AT iffatsultana performanceofladlefurnaceslaginmortarunderstandardandacceleratedcuring
AT gmsadiqulislam performanceofladlefurnaceslaginmortarunderstandardandacceleratedcuring