TIAN Yaogang, HUANG Xianlong, LU Xin, YAN Baobao, QIN Chao, MAO Aijun, LU Tao, ZHAO Jun
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Under standard curing condition, iron tailings of 0%, 30%, 60% and 100% were used to replace quartz sand to prepare reactive powder concrete (RPC). In order to explore the influence of high temperature on its performance, the strength, damping, X-ray diffraction (XRD) and scanning electron microscope (SEM) tests of iron tailings RPC at 200 ℃, 400 ℃, 600 ℃ and 800 ℃ were carried out. The effects of temperature and iron tailings content on apparent characteristics, mass loss, compressive strength, flexural strength, damping property and microstructure of RPC were analyzed. The results show that temperature rising causes the increase of mass loss rate, the decrease of compressive strength and flexural strength, the adding of damping ratio, the attenuation of CH peak strength and the increase of porosity and number of microcracks in iron tailings RPC. Meanwhile, mortar matrix changes from complete to loose. With the increase of iron tailings' replacement rate, apparent cracks, mass loss and damping ratio increase, while compressive strength and flexural strength decrease.