正文
《结构与土木工程前沿(英文)》 >> 2021年 第15卷 第6期 doi: 10.1007/s11709-021-0779-8
Destructive and non-destructive evaluation of concrete for optimum sand to aggregate volume ratio
1. Department of Civil and Environmental Engineering, Islamic University of Technology (IUT), Organization of Islamic Cooperation (OIC), Board Bazar, Gazipur 1704, Bangladesh;2. Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, The University of New South Wales, Sydney, NSW 2052, Australia;1. Department of Civil and Environmental Engineering, Islamic University of Technology (IUT), Organization of Islamic Cooperation (OIC), Board Bazar, Gazipur 1704, Bangladesh;1. Department of Civil and Environmental Engineering, Islamic University of Technology (IUT), Organization of Islamic Cooperation (OIC), Board Bazar, Gazipur 1704, Bangladesh;3. Department of Civil Engineering, European University of Bangladesh, Mirpur, Dhaka 1216, Bangladesh
摘要
关键词
aggregates ; non-destructive testing ; sand-to-aggregate volume ratio (s/a) ; maximum aggregate size (MAS)
正文