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玄武岩石粉对C50混凝土氯离子渗透性的影响 被引量:2
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作者 乔宏霞 梁金科 +1 位作者 李元可 desire ndahirwa 《非金属矿》 CAS CSCD 北大核心 2018年第6期45-47,共3页
采用RCM法和ASTMC 1202电通量法研究玄武岩石粉对C50混凝土氯离子渗透性的影响,石粉掺加方式为内掺和外掺,测试石粉掺量对28 d、56 d、120 d氯离子扩散系数和电通量的影响,将石粉掺量与两种指标进行相关性拟合分析,得出两种指标的使用... 采用RCM法和ASTMC 1202电通量法研究玄武岩石粉对C50混凝土氯离子渗透性的影响,石粉掺加方式为内掺和外掺,测试石粉掺量对28 d、56 d、120 d氯离子扩散系数和电通量的影响,将石粉掺量与两种指标进行相关性拟合分析,得出两种指标的使用可靠度。结果表明:不同龄期氯离子扩散系数在石粉内掺和外掺时随着掺量的增加均高于基准,且在石粉内掺时其值单向逐渐升高,随着龄期的增加扩散系数降低明显;电通量在石粉内掺时随着掺量增加先升高后降低,石粉外掺时不同龄期变化略有不同,28 d时在掺量10%以内呈增长趋势,高于10%后逐渐下降,56 d和120 d均在5%时较基准有所增大,高于5%后逐渐下降;石粉内掺时氯离子扩散系数的预测值较外掺时更接近实测值,石粉外掺时电通量的预测值较内掺时更接近实测值;RCM法更适合石粉内掺时使用,电通量法更适合在石粉外掺时使用。 展开更多
关键词 玄武岩石粉 RCM法 电通量法 扩散系数 渗透性
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The Feasibility of Basalt Rock Powder and Superfine Sand as Partial Replacement Materials for Portland Cement and Artificial Sand in Cement Mortar
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作者 Hongxia Qiao desire ndahirwa +1 位作者 Yuanke Li Jinke Liang 《Research and Application of Materials Science》 2019年第1期1-9,共9页
The research gap on the feasibility of basalt rock powder(BRP)and superfine sand(SS)in preparation of cement mortar is significant.This study examines probable changes occurred in the modified cement mortar due to inc... The research gap on the feasibility of basalt rock powder(BRP)and superfine sand(SS)in preparation of cement mortar is significant.This study examines probable changes occurred in the modified cement mortar due to incorporation of certain quantity of basalt rock powder and superfine sand in mixture proportion.The cement mortar included Portland cement,artificial sand and water as principal mixture constituents.Then,basalt rock powder and superfine sand were added as partial replacement materials for Portland cement and artificial sand respectively.Therefore,replacement percentages were 10%,15%,20%,25%and 30%when the basalt rock powder replaced Portland cement and in case the artificial sand was replaced by superfine sand,10%,20%,30%,40%and 50%.Then,the strength indexes such as flexural strength,compressive strength,ultrasonic pulse velocity and dynamic elastic modulus were investigated.The results show that the presence of basalt rock powder in mixture proportion increased the flexural and compressive strengths of cement mortar however the cement mortar that contained superfine sand illustrated inadequate mechanical performance as flexural and compressive strengths decreased remarkably.Moreover,when basalt rock powder and superfine sand were included together in mixture proportion,the cement mortar’s mechanical performance declined compared to that of the reference cement mortar.Despite the fact that basalt rock powder and superfine sand weakened the cement mortar’s mechanical properties,it was found that they can be added into the cement mortar as partial replacement of Portland cement and artificial sand in the following ratios:from 10%to 25%when basalt rock powder replaces Portland cement and from 10%to 20%when artificial sand is replaced by superfine sand. 展开更多
关键词 BASALT rock powder superfine SAND artificial SAND CEMENT MORTAR mechanical properties
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