橄榄渣集料与橄榄厂废水混合减轻结构混凝土力学性能的综合试验研究

IF 1.4 Q2 ENGINEERING, MULTIDISCIPLINARY
M. EL Boukhari, O. Merroun, C. Maalouf, F. Bogard, B. Kissi
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引用次数: 3

摘要

目的本研究的目的是通过实验确定使用橄榄渣骨料(OPA)代替天然砂是否可以改善混凝土的力学性能。通过更换等量的天然砂来测试两种类型的OPA。第一种是与橄榄厂废水(OMW)混合的OPA,第二种是不与OMW混合的OPA。对于每种类型,使用OPA在干燥和饱和状态下生产两个系列的混凝土。OPA部分替代天然砂的百分比从0%到15%不等。设计/方法/方法添加OPA会降低硬化混凝土的干密度,与参考混凝土相比,密度降低5.69%。28之后 天,超声波脉冲速度测试表明,所得材料质量良好,速度为4.45 公里/秒。为了了解阻力发展的机制,进行了微观结构分析,以观察OPA和硅酸钙水合物在胶结基质中的排列。分析表明,在界面过渡区水平上,水泥基体和OPA之间的粘附水平较低,随后通过进一步的微观结构分析验证了这一点。结果实验室力学测试表明,与参考混凝土相比,含有5%OPA的OPCD_OPW(5)样品在干燥状态下与OMW混合,表现出最佳的力学性能。28之后 固化天后,该样品的抗压强度(Rc)为25 MPa。此外,它的抗拉强度为4.61 MPa和44.39的动态弹性模量 GPa,回弹值为27 MPa。试样的坍落度在5 厘米至9 cm,在可接受的稠度范围内(S2级)。基于这些发现,OPCD_OPW(5)配方被认为是混凝土生产中使用的最佳配方。原创性/价值本研究论文为橄榄加工行业产生的OPA和OMW(OPA_OMW)的管理做出了宝贵贡献,众所周知,橄榄加工行业对环境产生了重大负面影响。本文提出了一种有趣的方法来回收这些材料用于土木工程应用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Comprehensive experimental study on mechanical properties of a structural concrete lightened by olive pomace aggregates mixed with olive mill wastewater
Purpose The purpose of this study is to experimentally determine whether mechanical properties of concrete can be improved by using olive pomace aggregates (OPA) as a substitute for natural sand. Two types of OPA were tested by replacing an equivalent amount of natural sand. The first type was OPA mixed with olive mill wastewater (OMW), and the second type was OPA not mixed with OMW. For each type, two series of concrete were produced using OPA in both dry and saturated states. The percentage of partial substitution of natural sand by OPA varied from 0% to 15%. Design/methodology/approach The addition of OPA leads to a reduction in the dry density of hardened concrete, causing a 5.69% decrease in density when compared to the reference concrete. After 28 days, ultrasonic pulse velocity tests indicated that the resulting material is of good quality, with a velocity of 4.45 km/s. To understand the mechanism of resistance development, microstructural analysis was conducted to observe the arrangement of OPA and calcium silicate hydrates within the cementitious matrix. The analysis revealed that there is a low level of adhesion between the cement matrix and OPA at interfacial transition zone level, which was subsequently validated by further microstructural analysis. Findings The laboratory mechanical tests indicated that the OPCD_OPW (5) sample, containing 5% of OPA, in a dry state and mixed with OMW, demonstrated the best mechanical performance compared to the reference concrete. After 28 days of curing, this sample exhibited a compressive strength (Rc) of 25 MPa. Furthermore, it demonstrated a tensile strength of 4.61 MPa and a dynamic modulus of elasticity of 44.39 GPa, with rebound values of 27 MPa. The slump of the specimens ranged from 5 cm to 9 cm, falling within the acceptable range of consistency (Class S2). Based on these findings, the OPCD_OPW (5) formulation is considered optimal for use in concrete production. Originality/value This research paper provides a valuable contribution to the management of OPA and OMW (OPA_OMW) generated from the olive processing industry, which is known to have significant negative environmental impacts. The paper presents an intriguing approach to recycling these materials for use in civil engineering applications.
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来源期刊
World Journal of Engineering
World Journal of Engineering ENGINEERING, MULTIDISCIPLINARY-
CiteScore
4.20
自引率
10.50%
发文量
78
期刊介绍: The main focus of the World Journal of Engineering (WJE) is on, but not limited to; Civil Engineering, Material and Mechanical Engineering, Electrical and Electronic Engineering, Geotechnical and Mining Engineering, Nanoengineering and Nanoscience The journal bridges the gap between materials science and materials engineering, and between nano-engineering and nano-science. A distinguished editorial board assists the Editor-in-Chief, Professor Sun. All papers undergo a double-blind peer review process. For a full list of the journal''s esteemed review board, please see below.
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