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偏高岭土基地聚合物透水混凝土配合比优化设计

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通过正交试验探究水胶比、目标孔隙率、偏高岭土占比和碱当量4个因素对地聚合物透水混凝土的强度指标和透水性能指标的影响.结果表明:4个因素对地聚合物透水混凝土抗压强度和透水系数的影响趋势完全相反,目标孔隙率对抗压强度和透水系数的影响最为显著,水胶比次之;通过对抗压强度与透水系数进行拟合,发现二者呈负相关,且随着龄期增长相关性有所增大;第10组和第11组试验配比下的地聚合物透水混凝土28 d抗压强度分别为20.7、22.0 MPa,透水系数分别为1.18、0.52 mm·s-1,满足《透水混凝土路面技术规程》(CJJ/T 135-2009)要求,其中,第10组实验配比下的透水系数远超规范的最低要求0.5mm·s-1,透水性能优异.
Optimization design of permeable concrete mix proportions with metakaolin-based geopolymer
This paper investigates the influence of four factors of water-binder ratio,target porosity,metakaolin content,and alkali equivalent on the strength and permeability indicators of geopolymer permeable concrete through orthogonal experiments.The research results indicate that the effects of these four factors on the com-pressive strength and permeability coefficient of geopolymer permeable concrete show completely opposite trends.Among them,the target porosity has the most significant impact on both compressive strength and per-meability coefficient,followed by the water-binder ratio.The fitting of the compressive strength and permeabil-ity coefficient reveals a negative correlation,with an increasing correlation as the curing period progresses.The 28-day compressive strength of geopolymer permeable concrete for the experimental mixtures in Groups 10 and 11 is 20.7 and 22.0 MPa,respectively,while the permeability coefficients are 1.18 and 0.52 mm·s-1.These values meet the requirements of the"Technical Specifications for Permeable Concrete Pavements,"with the permeability coefficient for Group 10 far exceeding the minimum requirements of the specifiication,showcasing excellent permeability performance.

geopolymerpermeable concretemix proportionsmetakaolinorthogonal experimentscompres-sive strengthpermeability coefficient

张森龙、刘杰胜、张一迪、段诗雪、谭晓明、张曼

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武汉轻工大学土木工程与建筑学院,湖北武汉 430023

武汉市海洋工程结构防护材料中试平台,湖北武汉 430023

地聚合物 透水混凝土 配合比 偏高岭土 正交试验 抗压强度 透水系数

湖北省自然科学基金项目湖北省教委科研基金项目

2021CFB583B2020064

2024

宁德师范学院学报(自然科学版)
宁德师范学院

宁德师范学院学报(自然科学版)

影响因子:0.303
ISSN:2095-2481
年,卷(期):2024.36(3)