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Assessment Of Water Absorption And Chloride Ion Penetration Of Pavement Quality Concrete Admixed With Wollastonite And Microsilica

机译:硅灰石与微硅混合的路面质量混凝土的吸水和氯离子渗透性评价。

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Wollastonite with or without microsilica was evaluated as a new material for partial replacement of cement in M40 grade pavement quality concrete. Wollastonite is abundantly available in the Udaipur belt of Rajasthan state in the Indian union as a low cost material. Its physical and chemical properties were analyzed. This particular wollastonite consists of 45.6% of CaO and 48% of SiO_2, mainly in amorphous form and has an average specific surface area of 842.7 m~2/kg. Five finalized concrete mix proportions including the control mix were investigated for saturated water absorption, rate of water absorption, coefficient of water absorption and chloride ion penetration. Test results indicate that up to 15% of wollastonite and 7.5% microsilica can be advantageously admixed with cement to significantly improve the water tightness of concrete due to reduction in pore space and refinement of microstructure. Mathematical relationships existing between these parameters were studied and predictive graphs were developed.
机译:含硅微石或不含硅微石的硅灰石被评估为用于部分替代M40级路面质量混凝土中的水泥的新材料。硅灰石在印度联盟的拉贾斯坦邦的乌代浦带中以廉价的材料大量供应。分析了其理化性质。这种特殊的硅灰石由45.6%的CaO和48%的SiO 2组成,主要为无定形形式,平均比表面积为842.7m 2 / kg。研究了五种最终的混凝土配合比,包括控制配合比,用于饱和吸水率,吸水率,吸水系数和氯离子渗透率。测试结果表明,由于减少了孔隙空间和改善了微结构,可以方便地将多达15%的硅灰石和7.5%的微硅粉与水泥混合,从而显着提高混凝土的水密性。研究了这些参数之间存在的数学关系,并开发了预测图。

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