Fresh and Mechanical Properties of Concrete Containing Oil-Well Cutting Material

IF 1.2 Q3 MULTIDISCIPLINARY SCIENCES
Nabaz S. Hussein, R. K. Ibrahim
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Abstract

Oil-well cutting material (OWCM) is a waste generated during the process of oil-well drilling. Its disposal is costly and harmful to the environment. The chemical makeup for the material implies that it might be used as a partial cement replacement in concrete. It is high in calcium oxide, silica, and aluminum oxide, which are the main oxides found in raw materials used to produce cement. Replacing a part of cement by OWCM in concrete mixtures can directly reduce the quantity of the cement used which leads to decreasing the emission of carbon dioxide and solving the disposal problems for the OWCM as well. This process can be considered as a significant step in producing environmentally friendly concrete. This study focuses on investigating the fresh and mechanical properties of different concrete mixes that have different strength grades, containing different percentages of OWCM as a cement replacement. For this purpose, different concrete mixes containing 10%, 15%, 20%, 25%,30%, 35%, and 40% of OWCM as a cement replacement, besides the control Portland cement for the three different concrete strength grades, were prepared. After performing the slump and flow tests, cube specimens were cast and moist-cured for 3, 28, and 90 days and subjected to compression test, whereas 28-day moist-cured cylinder specimens were subjected to splitting tensile test. The test results have revealed that in spite of small reduction in strength with replacing cement by up to 20% of OWCM, the strength of the concrete remains within the designed strength grade ranges.
含油井切削材料混凝土的新鲜力学性能
油井切削材料是钻井过程中产生的废弃物。它的处理是昂贵的,对环境有害。该材料的化学成分表明,它可能用作混凝土中部分水泥的替代品。它富含氧化钙、二氧化硅和氧化铝,这是用于生产水泥的原材料中发现的主要氧化物。用OWCM代替混凝土混合料中的部分水泥,可以直接减少水泥的使用量,从而减少二氧化碳的排放,同时也解决了OWCM的处置问题。这个过程可以被认为是生产环保混凝土的重要一步。本研究的重点是研究不同强度等级的混凝土混合料的新鲜性能和力学性能,这些混凝土混合料含有不同比例的OWCM作为水泥替代品。为此,配制了含有10%、15%、20%、25%、30%、35%和40%的OWCM作为水泥替代品的不同混凝土配合比,以及用于三种不同混凝土强度等级的对照波特兰水泥。在进行坍落度和流动试验后,对立方体试件进行浇铸、湿固化3天、28天和90天进行压缩试验,对28天湿固化的圆柱体试件进行劈裂拉伸试验。试验结果表明,尽管更换水泥的强度降低了20%,但混凝土的强度仍保持在设计的强度等级范围内。
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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来源期刊
ARO-THE SCIENTIFIC JOURNAL OF KOYA UNIVERSITY
ARO-THE SCIENTIFIC JOURNAL OF KOYA UNIVERSITY MULTIDISCIPLINARY SCIENCES-
自引率
33.30%
发文量
33
审稿时长
16 weeks
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