首页|碳酸水环境下隧道水泥基材料的抗侵蚀特性

碳酸水环境下隧道水泥基材料的抗侵蚀特性

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对比了多种水泥基材料在碳酸水加速侵蚀前后的抗压强度、材料内部的物相迁移和孔结构特征.结果表明:碳酸水侵蚀后水泥基材料强度的发展受到限制,Ca(OH)2和CaCO3含量同时降低,孔径粗化且有害孔的比例增大;以水化硅酸钙凝胶和Ca(OH)2为主要水化产物的胶凝体系最容易受到碳酸水的侵蚀,且Ca(OH)2含量越高,水泥基材料抗碳酸水侵蚀的能力越弱;以钙矾石为主要水化产物的胶凝体系抗碳酸水侵蚀的能力明显增强.
Erosion Characteristics of Tunnel Cement-Based Materials in Carbonated Water
Compressive strength,internal phase migration and pore structure characteristics of various cementitious materials before and after accelerated erosion by carbonated water were compared.The results show that the strength development is limited after carbonated water erosion,the Ca(OH)2 and CaCO3 contents are reduced at the same time,the pore size becomes larger and the proportion of harmful pores increases.The cementitious system with hydrate calcium silicate gel and Ca(OH)2 as the main hydration products is most vulnerable to carbonated water erosion,and the cement-based material with higher content of Ca(OH)2 has weaker resistance to carbonated water.The resistance of carbonated water erosion of the cementitious system with ettringite as the main hydration product is significantly enhanced.

tunnel cement-based materialcarbonated water erosionphase analysispore structureRietveld method

李康、邹敏、王希、谢永江、刘娟红

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中国铁道科学研究院 研究生部,北京 100081

中国铁道科学研究院集团有限公司 高速铁路轨道系统全国重点实验室,北京 100081

中国铁道科学研究院集团有限公司 铁道建筑研究所,北京 100081

北京科技大学 土木与资源工程学院,北京 100083

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隧道水泥基材料 碳酸水侵蚀 物相分析 孔结构 Rietveld法

中国铁道科学研究院集团有限公司科研项目国家自然科学基金

2021YJ05952293430

2024

建筑材料学报
同济大学

建筑材料学报

CSTPCD北大核心
影响因子:1.046
ISSN:1007-9629
年,卷(期):2024.27(5)
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