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Combined effects of mineral additions and curing conditions on strength and durability of self-compacting mortars exposed to aggressive solutions in the natural hot-dry climate in North African desert region

机译:在北非沙漠地区自然干热气候下,矿物添加和固化条件对暴露于侵蚀性溶液中的自密实砂浆的强度和耐久性的综合影响

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The long-term behavior of self-compacting concrete (SCC) or mortar (SCM) in standard climate is relatively well studied. However, the performance of SCM under hot-dry climate is little investigated. In fact, strength and durability of SCM can be affected by climatic conditions and can be enhanced by the use of the mineral additives. The present paper analyses the combined effects of both mineral additions and curing conditions on the properties of self-compacting mortar exposed to natural hot-dry climate. Ten mixtures were prepared using blended binder containing three types of mineral additives (marble powder (MP), brick powder (BP) and metakaolin (MK)) in various proportions. In order to evaluate compressive and flexural strengths and ultrasonic pulse velocity (UPV), mortar specimens were stored in water for an initial curing period of 0,1, 3, 7 and 28 days (T = 20 +/- 2 degrees C and RH = 30%-50%), before being exposed to natural hot-dry climate in a North African desert region (T = 25-48 degrees C and RH = 8%-33%) until 28 days. The durability against sulfate and acid attacks was assessed by curing mortar specimens in water for seven days, followed by immersion-drying cycles for 56 days and then total immersion in MgSO4,Na2SO4, HCl and H2SO4 solutions until 360 days. The results showed an enhancement in hardened properties of SCM with increasing water-curing period. A water-curing period for a minimum 7 days appears to be necessary in hot-dry climate to achieve acceptable mechanical performances. Metakaolin seems to exhibit the best performance regarding mechanical properties and durability in sulfate mediums. Mineral additions show little influence in reducing damage due to acid attacks. (C) 2018 Elsevier Ltd. All rights reserved.
机译:相对良好地研究了自密实混凝土(SCC)或砂浆(SCM)在标准气候下的长期行为。但是,很少研究干热气候下SCM的性能。实际上,SCM的强度和耐久性会受到气候条件的影响,并且可以通过使用矿物添加剂来提高。本文分析了矿物添加和固化条件对暴露于自然干热气候下的自密实砂浆性能的综合影响。使用含有三种不同比例的矿物添加剂(大理石粉(MP),砖粉(BP)和偏高岭土(MK))的混合粘合剂制备了十种混合物。为了评估抗压强度和抗折强度以及超声脉冲速度(UPV),将砂浆样本存储在水中,初始固化时间为0、1、3、7和28天(T = 20 +/- 2摄氏度和RH) = 30%-50%),然后在北非沙漠地区(T = 25-48摄氏度,RH = 8%-33%)暴露于自然热干气候下,直到28天。通过将砂浆样本在水中固化7天,然后将其浸入干燥循环56天,然后将其完全浸入MgSO4,Na2SO4,HCl和H2SO4溶液中直至360天,评估其抗硫酸盐和酸侵蚀的耐久性。结果表明,随着水固化时间的延长,SCM的硬化性能增强。为了达到可接受的机械性能,在干热气候中至少需要7天的水固化时间。在硫酸盐介质中,偏高岭土似乎表现出最佳的机械性能和耐久性。矿物添加物对减少由于酸侵蚀造成的损害影响很小。 (C)2018 Elsevier Ltd.保留所有权利。

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