详细信息
Mechanical properties and microscopic characterization of mortar with recycled aggregate from waste road ( SCI-EXPANDED收录 EI收录) 被引量:13
文献类型:期刊文献
英文题名:Mechanical properties and microscopic characterization of mortar with recycled aggregate from waste road
作者:Fang, Chulei[1];Feng, Jichao[2];Huang, Shuaishuai[1];Hu, Jun[2];Wang, Wei[1,3];Li, Na[1]
机构:[1]Shaoxing Univ, Sch Civil Engn, Shaoxing 312000, Peoples R China;[2]Hainan Univ, Coll Civil Engn & Architecture, Haikou 570228, Peoples R China;[3]Natl Univ Singapore, Dept Civil & Environm Engn, Singapore 117576, Singapore
年份:2022
卷号:17
外文期刊名:CASE STUDIES IN CONSTRUCTION MATERIALS
收录:SCI-EXPANDED(收录号:WOS:000861182700001)、、EI(收录号:20223612700086)、Scopus(收录号:2-s2.0-85137158919)、WOS
基金:This research was funded by the Research Fund of Zhejiang Provincial Department of Housing and Urban-Rural Development (2017K179, 2019K171) , the National Natural Science Foundation of China (Grant No. 51968019) , the High Technology Direction Project of the Key Research & Development Science and Technology of Hainan Province, P. R. China (Grant No. ZDYF2021GXJS020) , and the characteristic innovation (Natural Science) projects of scientific research platforms and scientific research projects of Guangdong Universities in 2021 (Grant No. 2021KTSCX139) .
语种:英文
外文关键词:Brittleness index; Consistency; Fracture energy; Microstructure; Recycled aggregate mortar
外文摘要:In order to explore the practicability of recycled aggregate replacing river sand in cement mortar, the research on recycled aggregate mortar (RAM) was carried out from the aspects of mechanical properties and microstructure. Compressive test, flexural test, consistency test and scanning electron microscopy (SEM) were conducted when the ratio of river sand replaced with recycled aggregate (RSA) was 0, 20 %, 40 %, 60 %, 80 % and 100 %. The compressive test results show that recycled aggregate can reduce the brittleness index and increase the toughness of mortar. The flexural test show that the fracture energy increases with the increase of RSA. The consistency test results show that the consistency decreases slowly and then rapidly with the increase of RSA. When RSA <= 40 %, its consistency is above 30 mm and can meet the application requirements of practical engineering. SEM tests show that after replacing the recycled aggregate with river sand, the cementation effect between hydration products and particles is more obvious. To sum up, the compressive strength, flexural strength and consistency of RAM are better than those of the benchmark group. When RSA = 40 %, the mechanical properties of RAM reach the optimal value and has high practicability.
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