The Effect of Limestone Powder Characteristics on Sulfate Attack of Cement-Based Materials in Low-Temperature Saline Soil Areas of Northwest China

IF 1.7 4区 工程技术 Q3 ENGINEERING, CIVIL Iranian Journal of Science and Technology, Transactions of Civil Engineering Pub Date : 2024-07-05 DOI:10.1007/s40996-024-01528-0
Junying Xia, Liangliang Zhao, Haoyu Li, Jie Dong
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Abstract

In this study, the impact of a saline soil environment at low temperatures on the durability of cement-based materials is investigated. Specifically, we examine the effects of varying limestone powder content and fineness on the sulfate attack capability of cement-based materials with limestone powder (CMLP). The study includes a comparative analysis, and the sulfate attack life of CMLP is predicted under the influence of an electric pulse based on the Wiener process model. Our findings revealed that CMLP experiences more pronounced damage with higher limestone powder content and fineness during both sulfate immersion and accelerated erosion induced by an electric pulse. Moreover, the electric pulse enhances the sulfate attack compared to immersion across samples with different limestone powder content and fineness. Notably, at a low temperature of 5 °C, the formation of gypsum, ettringite, and thaumasite was observed in the samples, with the characteristic peaks of erosion products becoming more apparent with increased limestone powder content and fineness. Using the Wiener model, the reliability degradation analysis indicated that the accelerated erosion life of samples with 10% and 20% limestone powder content, as well as specific surface areas of 1468 and 1785 m²/kg, under accelerated erosion by electric pulse, were 310, 160, 208, and 165 days, respectively. Overall, our study underscores the importance of considering the content and fineness of limestone powder when harnessing it as a constituent material in cement-based materials, especially in low-temperature saline soil environments.

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石灰石粉特性对西北低温盐碱土地区水泥基材料硫酸盐侵蚀的影响
本研究探讨了低温盐碱土壤环境对水泥基材料耐久性的影响。具体来说,我们研究了不同石灰石粉含量和细度对含石灰石粉水泥基材料(CMLP)硫酸盐侵蚀能力的影响。研究包括对比分析,并根据维纳过程模型预测了 CMLP 在电脉冲影响下的硫酸盐侵蚀寿命。研究结果表明,在硫酸盐浸泡和电脉冲加速侵蚀过程中,石灰石粉含量和细度越高,CMLP 的损坏越明显。此外,在不同石灰石粉含量和细度的样品中,与浸泡相比,电脉冲会增强硫酸盐侵蚀。值得注意的是,在 5 °C 的低温下,样品中观察到了石膏、埃特林岩和辉绿岩的形成,随着石灰石粉含量和细度的增加,侵蚀产物的特征峰变得更加明显。利用维纳模型进行的可靠性退化分析表明,石灰石粉含量为 10%和 20%、比表面积为 1468 和 1785 m²/kg 的样品在电脉冲加速侵蚀下的加速侵蚀寿命分别为 310、160、208 和 165 天。总之,我们的研究强调了在利用石灰石粉作为水泥基材料的组成材料时考虑其含量和细度的重要性,尤其是在低温盐碱土环境中。
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来源期刊
CiteScore
3.30
自引率
11.80%
发文量
203
期刊介绍: The aim of the Iranian Journal of Science and Technology is to foster the growth of scientific research among Iranian engineers and scientists and to provide a medium by means of which the fruits of these researches may be brought to the attention of the world’s civil Engineering communities. This transaction focuses on all aspects of Civil Engineering and will accept the original research contributions (previously unpublished) from all areas of established engineering disciplines. The papers may be theoretical, experimental or both. The journal publishes original papers within the broad field of civil engineering which include, but are not limited to, the following: -Structural engineering- Earthquake engineering- Concrete engineering- Construction management- Steel structures- Engineering mechanics- Water resources engineering- Hydraulic engineering- Hydraulic structures- Environmental engineering- Soil mechanics- Foundation engineering- Geotechnical engineering- Transportation engineering- Surveying and geomatics.
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