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Effects of Carbonation on the Microporosity and Macro Properties of Portland Cement Mortar CEM I 被引量:1
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作者 Son Tung Pham 《Journal of Materials Science and Chemical Engineering》 2014年第7期40-52,共13页
The aim of this work was to examine the microstructural changes of CEM I standardised cement mortar caused by accelerated carbonation (20% CO2 concentration) using porosity accessible to water and nitrogen adsorption.... The aim of this work was to examine the microstructural changes of CEM I standardised cement mortar caused by accelerated carbonation (20% CO2 concentration) using porosity accessible to water and nitrogen adsorption. The conflicted results obtained by these two techniques showed the differences in porous domains explored, while the pore size distributions calculated from nitrogen adsorption provided evolution of the micro and meso pores during carbonation. The porosity accessible to water showed changes in all three porous domains: macro, meso and micro pores. This is because of difference in the molecular sizes between water and nitrogen molecules. Although these two techniques are different, they help to complementarily evaluate the effects of carbonation. The results also indicated the influence of type of cement on microstructural evolutions and the correlation between variations of mesopores volume and specific surface area. Changes in microstructure induce changes in macroscopic properties that we also examined such as the solid phase volume using helium pycnometry, the gas permeability, the thermal conductivity, the thermal diffusivity, and the longitudinal and transverse ultrasonic velocities. 展开更多
关键词 CARBONATION Cement Mortar Microstructure Nitrogen Adsorption Intrinsic Gas Permeability THERMAL Conductivity THERMAL DIFFUSIVITY Ultrasonic VELOCITIES helium pycnometry
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利用氦流法真密度仪研究水泥水化过程 被引量:1
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作者 孙振平 张成光 +2 位作者 杨旭 葛好升 SETZER Max J 《建筑材料学报》 EI CAS CSCD 北大核心 2019年第4期617-625,共9页
采用氦流法真密度仪测定了水泥水化过程中水泥浆体的绝对体积变化,并根据水泥浆体绝对体积变化曲线将水泥水化过程划分为极速收缩期、收缩暂停期、快速收缩期和收缩趋缓期4个阶段.结果表明:水泥浆体极速收缩期和快速收缩期发生的绝对体... 采用氦流法真密度仪测定了水泥水化过程中水泥浆体的绝对体积变化,并根据水泥浆体绝对体积变化曲线将水泥水化过程划分为极速收缩期、收缩暂停期、快速收缩期和收缩趋缓期4个阶段.结果表明:水泥浆体极速收缩期和快速收缩期发生的绝对体积变化最为明显,且变化幅度较大,其与C3A和C3S的水化密切相关;水泥浆体收缩暂停期的绝对体积通常呈线性规律缓慢减小,但变化幅度较小,其规律与“欠饱和度理论”相符;水泥浆体收缩趋缓期的绝对体积变化曲线通常会出现“膨胀”假象,不能反映水泥浆体绝对体积变化的实际情况,但与水泥浆体孔结构的发展有关,对水泥水化行为的表征仍具有重要的指导意义;水灰比不仅可以影响水泥水化过程,而且可以对水泥浆体各水化阶段的绝对体积变化产生明显影响. 展开更多
关键词 氦流法真密度仪 绝对体积变化 水泥 水化过程
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