Na2CO3增强Ca(OH)2活化的磨粒高炉渣稳定泥的强度

IF 5.6 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Ning Ma, Hailong Ye, Clarence Edward Choi, Jiaqi Zhang
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引用次数: 0

摘要

碱活化的高炉磨粒矿渣稳定高含水率疏浚沉积物的效果不理想,因为活化剂被稀释了。为了提高稳定效率,提出了纳米碳酸钙等添加剂。然而,一些提议的添加剂可能不实用,因为它们的高成本。本研究通过实验研究了添加Na2CO3对Ca(OH)2活性矿渣高含水率(即100%)疏浚沉积物的稳定作用。试验结果表明,稳定沉积物中Na2CO3的最佳添加量为0.2%,可获得最高的28天无侧限抗压强度。在最佳掺量以下,强度随Na2CO3掺量的增加而增加。在最佳含量以上,强度会下降。通过对稳定疏浚沉积物的反应产物和微观结构的研究,发现阳离子交换和方解石沉淀的耦合机制促进了细毛细孔的发育,导致细毛细孔间连通性降低,结构非均质性降低。本研究的实验证据拓宽了添加剂可持续土壤稳定的实际应用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Strength enhancement of Ca(OH)2 activated ground granulated blast furnace slag-stabilized dredged sediments using Na2CO3

The efficiency of alkali-activated ground granulated blast furnace slag in stabilizing dredged sediments with high water contents is suboptimal because the activators become diluted. To improve stabilization efficiency, additives such as nano-CaCO3 are proposed. However, some of the proposed additives may not be practical owing to their high costs. This study experimentally investigates the addition of Na2CO3 for the stabilization of dredged sediment with high water contents (i.e., 100%) using Ca(OH)2-activated slag. Experimental results show the optimal content of Na2CO3 to obtain the highest 28-day unconfined compressive strength of stabilized sediments is 0.2% gravimetrically. Below the optimal content, the strength increases with Na2CO3 content. Above the optimal content, a decrease in strength is observed. By examining the reaction products and microstructure of the stabilized dredged sediments, it is observed that the coupling mechanism of cation exchange and calcite precipitation promotes the development of finer capillary pores, leading to a reduction in interpore connectivity and lower structural heterogeneity of the fine capillary pores. Experimental evidence from this study broadens the practical applications of sustainable soil stabilization using additives.

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来源期刊
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
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