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养护时间和养护制度对C类粉煤灰基碱激发砂浆短期和长期强度的影响

Effects of Rest Time and Curing Regime on Short- and Long-Term Strength of Class C Fly Ash-Based Alkali-Activated Mortars.

作者信息

Kashosi Cedric, Gheni Ahmed, Gomaa Eslam, ElGawady Mohamed

机构信息

Department of Civil, Architectural, and Environmental Engineering, Missouri University of Science and Technology, Rolla, MO 65409, USA.

Civil Engineering Department, Komar University of Science and Technology, Sulaymaniyah 46001, Iraq.

出版信息

Materials (Basel). 2024 Apr 2;17(7):1632. doi: 10.3390/ma17071632.

Abstract

This study investigated how different rest times affect the strength development of fly-ash-based alkali-activated mortar (AAM) over a period of 90 days. Two types of fly ash with varying calcium oxide contents of 37 and 21% were used. The rest times ranged from 2 to 36 h, and three curing methods (ambient, oven, and steam) were tested. The results showed that the rest time significantly influenced the compressive strength of the AAM. The optimal rest time was found to be between 12 and 30 h depending on the curing method and fly ash type. Beyond this range, there were only minor changes in strength. One type of fly ash (FA21) showed higher strength with longer rest times up to 30 h, while the other type (FA37) had the highest strength within a rest time range of from 12 to 24 h. Over the 90-day period, the specimens cured under ambient, oven, and steam conditions at 55 °C (131 °F) experienced increasing strength, but those steam-cured at 80 °C (176 °F) showed a decrease in strength. Analysis revealed the formation of hydration products in FA37, while FA21 showed a reduction in peaks for its main compounds. Additionally, XRD analysis revealed the formation of hydration products (CSH and CASH) in FA37, while FA21 displayed a reduction in peaks for its main compounds. EDS analysis indicated the presence of partially unreacted FA particles, highlighting the impact of curing methods on dissolving FA particles and the formation of geopolymer products (NASH and CNASH) responsible for compressive strength development.

摘要

本研究调查了不同的静置时间如何在90天内影响基于粉煤灰的碱激发砂浆(AAM)的强度发展。使用了两种氧化钙含量不同(分别为37%和21%)的粉煤灰。静置时间从2小时到36小时不等,并测试了三种养护方法(环境养护、烘箱养护和蒸汽养护)。结果表明,静置时间对AAM的抗压强度有显著影响。根据养护方法和粉煤灰类型,发现最佳静置时间在12至30小时之间。超出此范围,强度只有微小变化。一种粉煤灰(FA21)在长达30小时的较长静置时间下表现出更高的强度,而另一种类型(FA37)在12至24小时的静置时间范围内具有最高强度。在90天的时间里,在55°C(131°F)环境、烘箱和蒸汽条件下养护的试件强度不断增加,但在80°C(176°F)蒸汽养护的试件强度下降。分析表明FA37中形成了水化产物,而FA21的主要化合物峰值降低。此外,XRD分析表明FA37中形成了水化产物(CSH和CASH),而FA21的主要化合物峰值降低。EDS分析表明存在部分未反应的FA颗粒,突出了养护方法对溶解FA颗粒以及对形成负责抗压强度发展的地质聚合物产物(NASH和CNASH)的影响。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/7b8a/11012440/46b8b8147064/materials-17-01632-g001.jpg

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