Mechanical properties of sustainable freshwater marine sand mortar

Abstract Marine sand has gained significant interest among researchers as a potential solution to the shortage of river sand for construction purposes. However, using marine sand as a fine aggregate in mortar has yielded contradictory results. To investigate the underlying reasons for this phenomenon, an experimental study was conducted to study the influence of marine sand with different characteristics on the mechanical performance of mortar. The shape and size of marine sand significantly impact its loose bulk density, voids and water absorption. The properties of marine sand mortar include workability, hardened density, flexural strength, and compressive strength. Beach marine sand, with its fine and uniform particles, requires higher water content, resulting in lower workability. This reduction in workability leads to decreased mechanical strength due to the increased voids within the mortar. However, marine sand’s sub-angular to angular shape contributes to mechanical strength by bonding with the cement paste and through the interlocking action between sand particles. Despite this, it has been found that the presence of voids within the mortar is the dominant factor contributing to its low mechanical strength. The flexural strength of marine sand mortar was reduced by 16.9%–49.3% compared to river sand mortar, while the compressive strength decreased by 20.9%–64.9%. One important finding is that marine sand that contains impurities such as coral skeletons and seashell fragments significantly reduces the mechanical performance of marine sand mortar. Based on this observation, it is evident that not all marine sand is suitable for use as fine aggregate in mortar.

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Publication Details

Journal
Materials and Structures
Published
2025-02-18
DOI
https://doi.org/10.1617/s11527-025-02571-7
Citations
2
Primary Topic
Building materials and conservation
Type
article
Field-Weighted Citation Impact
3.34

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article

Mechanical properties of sustainable freshwater marine sand mortar

Amelia Pei Sze Chai, Md. Rezaur Rahman, King Kuok Kuok, Mei Yun Chin
2 citations
Materials and Structures
Building materials and conservation
3.34
article

Mechanical properties of sustainable freshwater marine sand mortar

Amelia Pei Sze Chai, Md. Rezaur Rahman, King Kuok Kuok, Mei Yun Chin
article en
2 citations

Abstract

Abstract Marine sand has gained significant interest among researchers as a potential solution to the shortage of river sand for construction purposes. However, using marine sand as a fine aggregate in mortar has yielded contradictory results. To investigate the underlying reasons for this phenomenon, an experimental study was conducted to study the influence of marine sand with different characteristics on the mechanical performance of mortar. The shape and size of marine sand significantly impact its loose bulk density, voids and water absorption. The properties of marine sand mortar include workability, hardened density, flexural strength, and compressive strength. Beach marine sand, with its fine and uniform particles, requires higher water content, resulting in lower workability. This reduction in workability leads to decreased mechanical strength due to the increased voids within the mortar. However, marine sand’s sub-angular to angular shape contributes to mechanical strength by bonding with the cement paste and through the interlocking action between sand particles. Despite this, it has been found that the presence of voids within the mortar is the dominant factor contributing to its low mechanical strength. The flexural strength of marine sand mortar was reduced by 16.9%–49.3% compared to river sand mortar, while the compressive strength decreased by 20.9%–64.9%. One important finding is that marine sand that contains impurities such as coral skeletons and seashell fragments significantly reduces the mechanical performance of marine sand mortar. Based on this observation, it is evident that not all marine sand is suitable for use as fine aggregate in mortar.

Materials and StructuresVol. 58(2)
Universiti Malaysia Sarawak (MY), Swinburne University of Technology Sarawak Campus (MY)
Sugar Research and Development Corporation, Swinburne University of Technology
Openalex Percentile: Top 11%
Building materials and conservation
3.34
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