Mechanical properties of sustainable freshwater marine sand mortar

IF 3.4 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY
Amelia Pei Sze Chai, Mei Yun Chin, King Kuok Kuok, Md Rezaur Rahman
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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.

可持续淡水海砂砂浆的力学性能
海砂作为一种潜在的解决建筑用河砂短缺的解决方案,已经引起了研究人员的极大兴趣。然而,在砂浆中使用海砂作为细骨料产生了矛盾的结果。为探究造成这一现象的深层原因,通过试验研究了不同特性的海相砂对砂浆力学性能的影响。海砂的形状和大小对其松散容重、孔隙率和吸水率有显著影响。海砂砂浆的性能包括和易性、硬化密度、抗折强度和抗压强度。滩涂海砂颗粒细小均匀,对含水量要求较高,易加工性较低。由于砂浆内部空隙的增加,可加工性的降低导致了机械强度的降低。然而,海相砂的亚角到角形状通过与水泥浆体的粘合以及砂粒之间的互锁作用有助于提高机械强度。尽管如此,已经发现砂浆内存在空隙是导致其机械强度低的主要因素。与河砂砂浆相比,海砂砂浆的抗折强度降低16.9% ~ 49.3%,抗压强度降低20.9% ~ 64.9%。一个重要的发现是,含有珊瑚骨架和贝壳碎片等杂质的海砂显著降低了海砂砂浆的机械性能。由此可见,并非所有的海砂都适合作为细骨料用于砂浆中。
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来源期刊
Materials and Structures
Materials and Structures 工程技术-材料科学:综合
CiteScore
6.40
自引率
7.90%
发文量
222
审稿时长
5.9 months
期刊介绍: Materials and Structures, the flagship publication of the International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM), provides a unique international and interdisciplinary forum for new research findings on the performance of construction materials. A leader in cutting-edge research, the journal is dedicated to the publication of high quality papers examining the fundamental properties of building materials, their characterization and processing techniques, modeling, standardization of test methods, and the application of research results in building and civil engineering. Materials and Structures also publishes comprehensive reports prepared by the RILEM’s technical committees.
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