Engineering Characteristics at Early Age of Cemented Silica Fume Paste for Peat Compaction Grouting

Alsidqi Hasan, Lolom Evalita Hutabarat
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Abstract

Cemented Silica Fume Paste (CSFP) is currently being investigated for compaction grouting material to improve peat ground engineering properties. The CSFP is made in the laboratory using a proportional mixture of silica fume, cement binder, and tap water. The silica fume material is a byproduct of the metal processing industry, which critically requires a better alternative utilization in the near future in order to cut the storage cost and minimize the environmental impact. This paper aims to present preliminary results on the engineering characteristics of CSFP at an early age through a series of rheological and strength tests. A general observation of the physical properties and microstructure of CSFP is also presented. The CSFP specimens with cement binder range from 0% to 30% with the increment of 5% and Water-to-Solid (W/S) ratio ranges from 0.8, 0.9 and 1.0 were prepared and tested. A series of rheology test and Unconfined Compressive Strength (UCS) tests were carried out for the CSFP specimens at an early age. The data were analyzed statistically and mathematical formulation is presented. The results indicate that CSFP mixtures behave as pseudoplastic or shear thinning fluid, where the shear stress and viscosity depend highly on the shear rates. The higher the shear rates, the higher the shear stress and the lower the viscosity. Curve fitting showed that the best relationship between shear stress and shear rate is the power law function (Ostwald–de Waele relationship). Statistical parameters, k, n, R2 of the power law functions are reported. There was no good correlation found between the power law function statistical parameters and the cement content. The UCS tests showed that the shear strength increases with the amount of cement content. The actual W/S reduces as the cement content increases, which is attributed to the cement hydration. The CSFP mixtures were found to be a pseudoplastic or shear thinning fluid at an early age that provides an advantage during the material injection on the ground. Cemented Silica Fume Paste can be potentially used as compaction grout to improve peat. The current findings provide a better understanding of the CSFP characteristics and to better design CSFP to be injected into peat ground.
泥炭压实灌浆用水泥硅灰浆早期龄期的工程特性
目前正在研究将水泥硅灰浆(CSFP)作为压实灌浆材料,以改善泥炭地层的工程特性。CSFP 是在实验室中使用硅灰、水泥粘合剂和自来水按比例混合制成的。硅灰材料是金属加工业的副产品,迫切需要在不久的将来得到更好的替代利用,以降低储存成本和减少对环境的影响。 本文旨在通过一系列流变和强度测试,介绍早期 CSFP 工程特性的初步结果。本文还对 CSFP 的物理性质和微观结构进行了总体观察。 制备并测试了水泥粘合剂含量为 0% 至 30%(增量为 5%)、水固比(W/S)为 0.8、0.9 和 1.0 的 CSFP 试样。对 CSFP 试样的早期龄期进行了一系列流变测试和非收缩压缩强度(UCS)测试。对数据进行了统计分析,并给出了数学公式。 结果表明,CSFP 混合物表现为假塑性或剪切稀化流体,其剪切应力和粘度高度依赖于剪切速率。剪切速率越高,剪切应力越大,粘度越低。曲线拟合表明,剪切应力与剪切速率之间的最佳关系是幂律函数(Ostwald-de Waele 关系)。报告了幂律函数的统计参数 k、n 和 R2。幂律函数的统计参数与水泥含量之间没有很好的相关性。UCS 试验表明,剪切强度随水泥含量的增加而增加。实际 W/S 值随着水泥含量的增加而降低,这归因于水泥水化。 研究发现,CSFP 混合物在早期是一种假塑性或剪切稀化流体,这为材料注入地面提供了优势。水泥硅灰浆可用作改善泥炭的压实灌浆料。目前的研究结果有助于更好地了解 CSFP 的特性,从而更好地设计将 CSFP 注入泥炭地的方案。
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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