Strength and Microstructural Changes in Cementitious Composites Containing Waste Oyster Shell Powder

In this study, the effect of adding waste oyster shell powder (WOSP) on the strength and microstructure of cementitious composites was experimentally investigated. The test variables included the WOSP replacement ratios (0, 25, 50, and 75%) by weight of cement, the type of curing water (tap water an...

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Main Authors: Min Ook Kim, Myung Kue Lee
Format: Article
Language:English
Published: MDPI AG 2023-12-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/13/12/3078
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author Min Ook Kim
Myung Kue Lee
author_facet Min Ook Kim
Myung Kue Lee
author_sort Min Ook Kim
collection DOAJ
description In this study, the effect of adding waste oyster shell powder (WOSP) on the strength and microstructure of cementitious composites was experimentally investigated. The test variables included the WOSP replacement ratios (0, 25, 50, and 75%) by weight of cement, the type of curing water (tap water and seawater), and the curing period (7, 28, 90, 180, and 365 d). The compressive strength, flexural strength, and initial and secondary sorptivity were measured at specific ages. Moreover, scanning electron microscopy (SEM) and X-ray diffraction (XRD) measurements were conducted, and their results were analyzed. Samples with WOSP replacement ratios greater than 25% exhibited a rapid reduction in measured strength values. The correlation between compressive strength and initial sorptivity tends to be slightly higher than that between flexural strength and initial sorptivity. The one-year investigation revealed that there was no significant effect of using different curing waters on strength development. The effect of the curing period was evident in enhancing the strength only in the early stages, with no significant increase in strength observed after 28 d. The XRD analysis revealed that most samples prepared with WOSP contained CaCO<sub>3</sub>, and the peak of CaCO<sub>3</sub> tended to increase with an increasing WOSP replacement ratio. The SEM results revealed that a high replacement ratio of WOSP can have a negative influence on cement hydration and the pozzolanic effect. The limitations of this study and future work were also discussed.
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spelling doaj.art-111542f52fdb41edabdd60fd61c170992023-12-22T13:58:24ZengMDPI AGBuildings2075-53092023-12-011312307810.3390/buildings13123078Strength and Microstructural Changes in Cementitious Composites Containing Waste Oyster Shell PowderMin Ook Kim0Myung Kue Lee1Department of Civil Engineering, Seoul National University of Science and Technology, 232 Gongneung-ro, Nowon-gu, Seoul 01811, Republic of KoreaDepartment of Civil and Environmental Engineering, Jeonju University, 303 Cheonjam-ro, Wansan-gu, Jeollabuk-do, Jeonju 55069, Republic of KoreaIn this study, the effect of adding waste oyster shell powder (WOSP) on the strength and microstructure of cementitious composites was experimentally investigated. The test variables included the WOSP replacement ratios (0, 25, 50, and 75%) by weight of cement, the type of curing water (tap water and seawater), and the curing period (7, 28, 90, 180, and 365 d). The compressive strength, flexural strength, and initial and secondary sorptivity were measured at specific ages. Moreover, scanning electron microscopy (SEM) and X-ray diffraction (XRD) measurements were conducted, and their results were analyzed. Samples with WOSP replacement ratios greater than 25% exhibited a rapid reduction in measured strength values. The correlation between compressive strength and initial sorptivity tends to be slightly higher than that between flexural strength and initial sorptivity. The one-year investigation revealed that there was no significant effect of using different curing waters on strength development. The effect of the curing period was evident in enhancing the strength only in the early stages, with no significant increase in strength observed after 28 d. The XRD analysis revealed that most samples prepared with WOSP contained CaCO<sub>3</sub>, and the peak of CaCO<sub>3</sub> tended to increase with an increasing WOSP replacement ratio. The SEM results revealed that a high replacement ratio of WOSP can have a negative influence on cement hydration and the pozzolanic effect. The limitations of this study and future work were also discussed.https://www.mdpi.com/2075-5309/13/12/3078waste oyster shellstrengthmicrostructurecementitious compositesmarine concrete structures
spellingShingle Min Ook Kim
Myung Kue Lee
Strength and Microstructural Changes in Cementitious Composites Containing Waste Oyster Shell Powder
Buildings
waste oyster shell
strength
microstructure
cementitious composites
marine concrete structures
title Strength and Microstructural Changes in Cementitious Composites Containing Waste Oyster Shell Powder
title_full Strength and Microstructural Changes in Cementitious Composites Containing Waste Oyster Shell Powder
title_fullStr Strength and Microstructural Changes in Cementitious Composites Containing Waste Oyster Shell Powder
title_full_unstemmed Strength and Microstructural Changes in Cementitious Composites Containing Waste Oyster Shell Powder
title_short Strength and Microstructural Changes in Cementitious Composites Containing Waste Oyster Shell Powder
title_sort strength and microstructural changes in cementitious composites containing waste oyster shell powder
topic waste oyster shell
strength
microstructure
cementitious composites
marine concrete structures
url https://www.mdpi.com/2075-5309/13/12/3078
work_keys_str_mv AT minookkim strengthandmicrostructuralchangesincementitiouscompositescontainingwasteoystershellpowder
AT myungkuelee strengthandmicrostructuralchangesincementitiouscompositescontainingwasteoystershellpowder