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首页> 外文期刊>Advances in civil engineering >Chloride Penetration in Lightweight Aggregate Mortars Incorporating Supplementary Cementing Materials
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Chloride Penetration in Lightweight Aggregate Mortars Incorporating Supplementary Cementing Materials

机译:掺入辅助胶结材料的轻质集料砂浆中的氯离子渗透率

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摘要

The current research is aiming to investigate the chlorides' penetration resistance of 9 different pumice lightweight aggregate mortars (LWAMs). The composition of the mixture is altered by the addition of metakaolin, fly ash, silica fume, and ground granulated blast furnace slag, substituting 10% and 20% of cement by mass. Workability and compressive strength of the mortars are studied together with durability parameters like water absorption due to capillary absorption and porosity. Moreover, the mortar resistance to chloride penetration is evaluated through non-steady-state chloride migration coefficient, complying to NT BUILD 492 standard. Summarizing all the laboratory test results, while the addition of metakaolin in the range of 20% led to better workability, higher compressive strength, lower sorptivity, and lower volume of open porosity, it did not improve the resistance against chlorides' penetration.
机译:当前的研究旨在研究9种不同的浮石轻质骨料砂浆(LWAM)的抗氯化物渗透性。通过添加偏高岭土,粉煤灰,硅粉和磨碎的高炉矿渣来改变混合物的组成,以质量计代替水泥的10%和20%。研究了砂浆的可加工性和抗压强度,以及诸如毛细吸收和孔隙度引起的吸水率之类的耐久性参数。此外,砂浆的抗氯化物渗透性是通过非稳态氯化物迁移系数评估的,符合NT BUILD 492标准。总结所有实验室测试结果,尽管在20%的范围内添加偏高岭土可带来更好的可加工性,更高的抗压强度,更低的吸着性和更低的开孔体积,但并没有提高对氯化物渗透的抵抗力。

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