Effect of Eco-Processed Pozzolan (EPP) Mixed with Calcium Oxide to Dry Density and Physicochemical of Peat Soil

H. Mohamad, Mohd Suharmin James, S. F. Zakaria, A. Amaludin, Ngui Min Fui Tom, A. Zainorabidin
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Abstract

Peat is a problematic soil, and it is a common problem faced by engineers in construction. The characteristics that have been noted before are high moisture content, poor shear strength, great compressibility, and long-term settlement. For this research study, it focuses on stabilizing peat soil using EPP and CaO. There are three main tests that were conducted in this research study: index properties testing, compaction testing, and For Index Properties testing, five (5) experiments were conducted to study the index properties of disturbed peat soil, which are moisture content, fiber content, liquid limit, organic content, pH, and specific gravity. Next, for the Compaction Test, using a 4.5 kg rammer, define the optimum mixture of stabilizer that is mixed with different volumes of 5%, 10%, 15%, and 20% of stabilizer. In this study, the expected result is to inspire an in-depth study of the use of EPP material and chemical CaO as peat soil stabilizers for better utilization of problematic soil. The main finding was that the mixture with the exact amount of moisture, EPP, and CaO helped stabilize the soil and cure peat soil. Thus, this study confirms the idea of treating peat with EPP and CaO, enhancing the properties of peat soil, and sustaining the settlement over loading for a period of time accordingly. 20% mix of EPP and CaO produces the highest dry density, showing that dry density increases linearly with the amount of mixture to stabilize peat. The crystallization process between peat and EPP was pronouncedly observed where smaller particles identified as EPP filled the gaps in between the pores identified from SEM. The silicon (Si content developed from each spectrum ranged from 14.4% to 17.7%. The EDX results show significant results where mineral crystallization occurred in the coagulation process. Doi: 10.28991/CEJ-2023-09-07-011 Full Text: PDF
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生态处理的沸石掺加氧化钙对泥炭土干密度和理化性质的影响
泥炭土是一种问题土,是工程施工中常见的问题。之前已经注意到的特点是含水率高,抗剪强度差,压缩性大,长期沉降。本研究的重点是利用EPP和CaO稳定泥炭土。本研究主要进行了三项试验:指标性质试验、压实试验和指标性质试验。对于指标性质试验,进行了5项试验,研究扰动泥炭土的指标性质,即含水率、纤维含量、液限、有机物含量、pH值和比重。接下来,在压实试验中,使用4.5 kg的夯实机,确定稳定剂的最佳混合物,即5%,10%,15%和20%不同体积的稳定剂混合。本研究的预期结果是激发对EPP材料和化学CaO作为泥炭土稳定剂的深入研究,以更好地利用问题土壤。研究的主要发现是,含有适量水分、EPP和CaO的混合物有助于稳定土壤和固化泥炭土。因此,本研究证实了用EPP和CaO处理泥炭,可以增强泥炭土的性质,从而维持一段时间的沉降超载。EPP与CaO掺量为20%时,干密度最高,表明干密度随掺量的增加呈线性增加。泥炭与EPP之间的结晶过程被清晰地观察到,其中较小的EPP颗粒填充了SEM所识别的孔隙之间的空隙。各光谱示出的硅含量在14.4% ~ 17.7%之间。EDX结果显示了在混凝过程中发生矿物结晶的显著结果。Doi: 10.28991/CEJ-2023-09-07-011全文:PDF
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来源期刊
Open Civil Engineering Journal
Open Civil Engineering Journal Engineering-Civil and Structural Engineering
CiteScore
1.90
自引率
0.00%
发文量
17
期刊介绍: The Open Civil Engineering Journal is an Open Access online journal which publishes research, reviews/mini-reviews, letter articles and guest edited single topic issues in all areas of civil engineering. The Open Civil Engineering Journal, a peer-reviewed journal, is an important and reliable source of current information on developments in civil engineering. The topics covered in the journal include (but not limited to) concrete structures, construction materials, structural mechanics, soil mechanics, foundation engineering, offshore geotechnics, water resources, hydraulics, horology, coastal engineering, river engineering, ocean modeling, fluid-solid-structure interactions, offshore engineering, marine structures, constructional management and other civil engineering relevant areas.
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