INFLUENCE OF OIL PALM SPIKELETS FIBRE ON MECHANICAL PROPERTIES OF LIGHTWEIGHT FOAMED CONCRETE

Siti Shahirah Suhaili, Nurshafikah Nadirah Alias, Md Azree Othuman Mydin, H. Awang
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引用次数: 5

Abstract

As issues related to sustainable construction in Malaysia gains more importance, research on the utilization of waste by products especially from oil palm in concrete is vigorously implemented. Utilization of different parts of oil palm fibres in lightweight foamed concrete have garnered positive outcomes in terms of conservation of natural resources, lessening of environmental problem and can improve concrete's durability and mechanical properties. Lightweight foamed concrete (LFC) is well-known as a low-density concrete with a wide range of applications. It is good in compression but poor under flexural load, as it produces multiple microcracks and cannot withstand the additional stress induced by applied forces without supplementary reinforcing elements. Hence this study was performed to examine the potential use of oil palm spikelets fibre (OPSF) in LFC in order to improve its engineering properties. LFC specimens were strengthened with OPSF fibre at different percentages of 0.15%, 0.30%, 0.45%, and 0.60%. LFC density of 1000 kg/m3 was prepared with a constant cement-to-sand ratio of 1:1.5, and cement-to-water ratio of 0.45. The parameters that had been evaluated were flexural strength, compressive strength and splitting tensile strength. The results revealed that the addition of 0.45% of OPSF fibre gave the best compressive, bending and splitting tensile strengths result. OPSF fibre in LFC aided to evade the promulgation of cracks in the plastic state in the cementitious matrix.
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油棕小穗纤维对轻质泡沫混凝土力学性能的影响
随着马来西亚可持续建筑问题的日益重视,对废弃产品特别是油棕在混凝土中的利用的研究得到了大力开展。在轻质泡沫混凝土中使用油棕纤维的不同部分,在保护自然资源、减少环境问题和提高混凝土的耐久性和机械性能方面取得了积极的成果。轻泡沫混凝土(LFC)是一种众所周知的低密度混凝土,有着广泛的应用。它具有良好的压缩性能,但在弯曲荷载下性能较差,因为它会产生多个微裂纹,并且在没有补充增强元件的情况下无法承受外力引起的额外应力。因此,本研究旨在研究油棕小穗纤维(OPSF)在LFC中的潜在用途,以改善其工程性能。LFC试样分别添加0.15%、0.30%、0.45%、0.60%不同比例的OPSF纤维进行强化。在水灰比为1:1.5、水灰比为0.45的条件下,制备了密度为1000 kg/m3的LFC。评估的参数有抗弯强度、抗压强度和劈裂抗拉强度。结果表明,掺量为0.45%的OPSF纤维具有最佳的抗压、弯曲和劈裂拉伸强度。在LFC中加入OPSF纤维有助于避免胶凝基质在塑性状态下裂纹的传播。
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RETRACTION NOTE TO: ASSESSING SEISMIC SOIL LIQUEFACTION POTENTIAL USING MACHINE LEARNING APPROACH EFFECT OF ADDITION OF CaO ON COMPRESSIVE STRENGTH OF HIGH-VOLUME FLY ASH CONCRETE EDITORIAL SCOPE – WASTE MANAGEMENT AND RECYCLING MATLAB PROGRAM FOR RATING SOILS BASED ON ENGINEERING BEHAVIOURS NONLINEAR LATERAL RESPONSE OF PILE GROUP IN CLAY USING THE MODIFIED CAM CLAY SOIL MODEL
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