碱激活炉渣在加热-冷却过程中的微观结构变化和相态演变

IF 1.9 4区 工程技术 Q3 ENGINEERING, CIVIL
Xiaofeng Han, Jiarun Feng, Penggang Wang, Yanru Wang, Li Tian
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引用次数: 0

摘要

本文研究了碱活性矿渣砂浆在高温下的性能。加热处理后采用了两种冷却方法(即空气冷却和水-弹簧冷却)。研究了加热-冷却过程后 AAS 和 OPC 的力学性能、耐久性、微观结构和相变。与 OPC 试样相比,AAS 试样在经历加热-冷却过程后的抗压强度损失较小,但抗弯强度损失较大。AAS 试样的碳化深度较高,氯离子渗透率较低。AAS-W 试样比 OPC-W 试样具有更高的抗裂纹能力。随着加热温度的升高,AAS 试样的毛细孔比例逐渐增加,在 800°C 时超过了 80%。然而,在 OPC 试样中,800°0;C 时过渡孔隙和毛细管孔隙的含量较高。当温度为 800°C 时,AAS 试样中产生了新物质。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Microstructure Change and Phases Evolution of Alkali-Activated Slag upon Exposing to the Heating-Cooling Process

This article reports a study on the performance of the alkali activated slag (AAS) mortars upon exposing to the elevated temperatures. Two cooling methods (i.e., cooling in air and water-spring) were adopted following the heating treatment. The mechanical properties, durability, microstructure and phase evolution of AAS and OPC after heating-cooling process were researched. For AAS specimens, the compressive strength loss was smaller, but the flexural strength loss was greater compared to that of OPC specimens after undergoing the heating-cooling process. AAS specimens exhibited higher carbonation depth, and lower penetrated chloride ion. AAS-W specimens shows a higher resistance to cracks formation than OPC-W. With the heating temperature increased, the capillary pore proportion of AAS specimens gradually increased above 80% at 800°0;C. However, high content of transition pores and capillary pores were found at 800°0;C in OPC specimens. The new substances were generated when the temperature was 800°0;C for AAS specimens.

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来源期刊
KSCE Journal of Civil Engineering
KSCE Journal of Civil Engineering ENGINEERING, CIVIL-
CiteScore
4.00
自引率
9.10%
发文量
329
审稿时长
4.8 months
期刊介绍: The KSCE Journal of Civil Engineering is a technical bimonthly journal of the Korean Society of Civil Engineers. The journal reports original study results (both academic and practical) on past practices and present information in all civil engineering fields. The journal publishes original papers within the broad field of civil engineering, which includes, but are not limited to, the following: coastal and harbor engineering, construction management, environmental engineering, geotechnical engineering, highway engineering, hydraulic engineering, information technology, nuclear power engineering, railroad engineering, structural engineering, surveying and geo-spatial engineering, transportation engineering, tunnel engineering, and water resources and hydrologic engineering
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