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干湿循环次数对氯离子扩散系数的影响 被引量:17

Influence of Dry-wet Cycles on Chloride Diffusion Coefficient
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摘要 研究了4种混凝土干湿循环次数与氯离子扩散系数的关系.通过测定各混凝土在盐湖卤水-干湿循环环境下的氯离子含量,应用三维扩散理论模型计算氯离子扩散系数.结果表明:各混凝土的氯离子扩散系数(Dcx)与干湿循环次数呈幂指数函数关系,Dcx值与干湿循环次数、粉煤灰和矿渣的掺量呈正相关关系;与硅灰的掺量呈负相关关系. The relationship between wet-dry cycles and chloride diffusion coefficient was investigated by using four different concretes. Chloride diffusion coefficient was estimated by applying the model of three-dimensional diffusion with the chloride contents of the concrete at different wet-dry cycles. The re sult showed that there existed the positive power function relation between the chloride diffusion Coeffi cient of concrete (Dcx) with wet-dry cycles, the value of Dcx had a typical positive correlation with wet-dry cycles, fly ash or slag addition amount, and the content of silica fumes was negatively correlated with it.
出处 《湖南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2014年第3期26-30,共5页 Journal of Hunan University:Natural Sciences
基金 国家重点基础研究发展计划('973'计划)项目(2009CB623203) 国家自然科学基金资助项目(51178221)
关键词 混凝土 干湿循环 氯离子(Cl-) 扩散系数 concrete wet-dry eycle chloride ion diffusion coefficient
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参考文献10

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