Perlite microsphere for the use in lightweight cementitious composite
Source abstract
Abstract
This preliminary work explores the possibility of utilizing perlite microsphere (PM) in producing lightweight cementitious composite (LCC). With the use of PM, LCC with dry density of about 1400 kg/m 3 (35% reduction in density compared to normal cement mortar) can be obtained. Satisfactory compressive strengths of 32.6–34.5 MPa could be attained by the PM LCC, without and with supplementary cementitious materials such as silica fume and ground granulated blast furnace slag. The specific strength (compressive strength/density ratio) of LCC was also similar as the normal cement mortar. In addition, there was little difference in the flexural strength and drying shrinkage of PM LCC compared to normal cement mortar. Furthermore, similar flexural load–displacement behaviour was found between thin plate specimens produced with alkali-resistant glass fibre mesh reinforced LCC and that of normal cement mortar. In overall, this suggests that PM has the potential to be utilized as lightweight filler in producing LCC.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Innovative concrete reinforcement materials · Advanced ceramic materials synthesis · Innovations in Concrete and Construction Materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Department of Civil Engineering, Balochistan University of Information Technology, Engineering and Management Sciences, Quetta, Pakistan
Department of Civil Engineering, Faculty of Engineering, Universiti Malaya, Kuala Lumpur, Malaysia
Funding
Ministry of Higher Education Malaysia
References (17)
Show source-provided references
1. 10.1016/j.conbuildmat.2017.03.18810.1016/j.conbuildmat.2017.03.188 ↗
2. 10.1016/j.conbuildmat.2018.01.00910.1016/j.conbuildmat.2018.01.009 ↗
3. 10.1016/j.conbuildmat.2017.07.23510.1016/j.conbuildmat.2017.07.235 ↗
4. 10.1016/j.conbuildmat.2018.03.16810.1016/j.conbuildmat.2018.03.168 ↗
5. 10.1016/j.conbuildmat.2015.04.00410.1016/j.conbuildmat.2015.04.004 ↗
6. 10.3390/min1001005810.3390/min10010058 ↗
7. Jing Q · Appl Clay Sci · 2011 · 53 · 745
8. 10.1023/A:100457912016410.1023/A:1004579120164 ↗
9. 10.1088/1757-899X/123/1/01206110.1088/1757-899X/123/1/012061 ↗
10. 10.1155/2021/219081310.1155/2021/2190813 ↗
11. 10.1016/j.matpr.2021.12.51910.1016/j.matpr.2021.12.519 ↗
12. 10.1016/j.conbuildmat.2021.12558310.1016/j.conbuildmat.2021.125583 ↗
13. 10.3390/ma1516549410.3390/ma15165494 ↗
14. 10.1016/j.cscm.2019.e0021710.1016/j.cscm.2019.e00217 ↗
15. 10.1007/s12046-019-1072-610.1007/s12046-019-1072-6 ↗
16. 10.1007/s40069-016-0184-110.1007/s40069-016-0184-1 ↗
17. 10.1016/j.dibe.2020.10002910.1016/j.dibe.2020.100029 ↗