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《Journal of The Chinese Ceramic Society》 2005-07
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COMPARISON FOR ELASTIC MODULUS OF CEMENT, GROUND GRANULATED BLAST-FURNACE SLAG AND FLY ASH PARTICLES

ZHAO Qingxin~(1,2), SUN Wei~1, ZHENG Keren~(1), JIANG Guoqing~(1)(1. Department of Materials Science and Engineering, Southeast University, Nanjing 210096, 2. College of Civil Engineering and Mechanics, Yanshan University, Qinhuangdao 066004, Hebei, China)  
To reveal the influence mechanism of ground granulated blast-furnace slag(GGBS) and fly ash on the physical and mechanical behaviors of cementitious materials, and to provide some necessary parameter for computer simulation of the physical and mechanical issues of the cementitious materials, the elastic modulus of cement, GGBS and fly ash particles were measured in situ by nano-indentation techniques. Results indicate that, after a series of procedures such as mixing cement with bakelite, grinding GGBS and fly ash particles and then polishing gradually, and ultrasonic washing, the roughness of samples can meet the requirements of the samples tested by nano-hardness apparatus. The elastic modulus interval of cement, GGBS and fly ash are \, \ and \ respectively, and the sample's average value of cement, GGBS and fly ash are 17.4, 12.8 GPa and 34.3 GPa respectively.
【Fund】: 国家自然科学基金重点(59938170);; 国家自然科学基金(50278018)资助项目。
【CateGory Index】: TU528.01
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