Assessment of POFA-Pervious Concrete Performance with Oil Palm Shells as a Partial Aggregate Replacement

M. F. M. Jaafar, K. Muthusamy
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Abstract

In Malaysia today, periods of excessive rain can result in flooding poses a significant challenge. The existing drainage system struggles to manage the wastewater effectively. In addressing the persistent issue of flooding in Malaysia, this issue’s solution was recommended to introduce pervious concrete (PC). Recognizing the urgency of finding sustainable and environmentally friendly solutions, the present study focuses on the application of PC as a potential remedy that allows water to infiltrate through its porous structure. Despite the potential benefits of PC, there exists a notable gap in the understanding of its performance, especially when incorporating oil palm shells (OPS) as a partial aggregate replacement in POFA-pervious concrete (PPC). OPS is an agricultural waste material abundant in palm oil-producing regions, remarkably in Malaysia. This research aims to bridge this gap to evaluate the performance of PPC and PPC with OPS. By addressing the performance of PPC at different OPS replacement levels and curing ages, the lack of such detailed investigations in the existing body of knowledge underscores the novelty and importance of this present research. Experimental tests were conducted to evaluate the performance of PPC and PPC incorporating OPS comprising density, water absorption, void content, and compressive strength. All the tests were conducted at 7 and 28 days after the hardened concrete was cured in water. The results revealed that as the OPS content increased, the compressive strength of PPC with OPS decreased but was significantly higher than recommended in the standard. Conversely, the reduction in strength was accompanied by an improvement in water absorption, making PPC encompassing OPS suitable for applications. The void content of the PPC increased with higher OPS replacement levels, indicating an increase in porosity. This increase in porosity led to a decrease in the density of the PPC incorporating OPS. The findings of this research suggest that the incorporation of OPS as an aggregate replacement in PPC can offer advantages in terms of water absorption. The inclusion of 10% OPS significantly and positively affects the performance of PPC.
用油棕榈壳替代部分骨料的 POFA 透水混凝土性能评估
在当今的马来西亚,暴雨期可能会导致洪水泛滥,这给我们带来了巨大的挑战。现有的排水系统难以有效管理废水。为解决马来西亚长期存在的洪水问题,建议采用透水混凝土(PC)来解决这一问题。由于认识到寻找可持续和环保型解决方案的紧迫性,本研究重点关注 PC 的应用,将其作为一种潜在的补救措施,使水能够通过其多孔结构进行渗透。 尽管 PC 具有潜在的优点,但人们对其性能的了解还存在明显的差距,尤其是将油棕榈壳(OPS)作为 POFA 透水混凝土(PPC)的部分骨料替代物时。油棕壳是一种农业废料,在棕榈油产区,尤其是马来西亚非常丰富。本研究旨在弥合这一差距,评估 PPC 和含有 OPS 的 PPC 的性能。由于现有知识体系中缺乏此类详细调查,因此本研究通过探讨不同 OPS 替代水平和固化时间下的 PPC 性能,强调了本研究的新颖性和重要性。 实验测试评估了 PPC 和含有 OPS 的 PPC 的性能,包括密度、吸水性、空隙率和抗压强度。所有测试均在硬化混凝土在水中养护 7 天和 28 天后进行。 结果表明,随着 OPS 含量的增加,掺 OPS 的 PPC 抗压强度有所降低,但明显高于标准中的建议值。相反,在强度降低的同时,吸水性却得到了改善,这使得含有 OPS 的 PPC 适用于各种应用。随着 OPS 替代水平的提高,PPC 的空隙含量也在增加,这表明孔隙率也在增加。孔隙率的增加导致含有 OPS 的 PPC 密度下降。 这项研究的结果表明,在 PPC 中加入 OPS 作为骨料替代物可在吸水性方面提供优势。加入 10%的 OPS 会对 PPC 的性能产生明显的积极影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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