Effects of binder strength and aggregate size on the compressive strength and void ratio of porous concrete

作     者：P. Chindaprasirt S. Hatanaka N. Mishima Y. Yuasa T. Chareerat 

作者机构：Department of Civil Engineering Faculty of Engineering Khon Kaen University Department of Architecture Faculty of Engineering Mie University Industrial Research Division Mie Prefecture Science and Technology Promotion Center Department of Civil and Environmental Engineering Faculty of Science and Engineering Kasetsart University 

出 版 物：《International Journal of Minerals,Metallurgy and Materials》 (矿物冶金与材料学报（英文版）)

年 卷 期：2009年第16卷第6期

页      面：714-719页

核心收录：

学科分类：08[工学] 081304[工学-建筑技术科学] 0805[工学-材料科学与工程（可授工学、理学学位）] 080502[工学-材料学] 0813[工学-建筑学] 

主　　题：cement paste porous concrete compressive strength void ratio 

摘      要：To test the influence of binder strength, porous concretes with 4 binder strengths between 30.0-135.0 MPa and 5 void ratios between 15%-35% were tested. The results indicated that for the same aggregate, the rates of strength reduction due to the increases in void ratio were the same for binders with different strengths. To study the influence of aggregate size, 3 single size aggregates with nominal sizes of 5.0, 13.0 and 20.0 mm （Nos. 7, 6 and 5 according to JIS A 5001） were used to make porous concrete. The strengths of porous concrete are found to be dependent on aggregate size. The rate of strength reduction of porous concrete with small aggregate size is found to be higher than that with larger aggregate size. At the same void ratio, the strength of porous concrete with large aggregate is larger than that with small aggregate. The general equations for porous concrete are related to compressive strength and void ratio for different binder strengths and aggregate sizes.