Hamada, Hussein Mahmood and Abdulhaleem, Khamees N. and Majdi, Ali and Al Jawahery, Mohammed S. and Thomas, Blessen Skariah and Yousif, Salim T. (2023) Effect of wastewater as sustainable concrete material on concrete performance : A critical review. Materials Today: Proceedings. pp. 1-6. ISSN 2214-7853. (In Press / Online First) (In Press / Online First)
![[img]](http://umpir.ump.edu.my/style/images/fileicons/other.png) |
Pdf
Effect of wastewater as sustainable concrete material.pdf Restricted to Repository staff only Download (981kB) | Request a copy |
|
|
Pdf
Effect of wastewater as sustainable concrete material on concrete performance_A critical review_ABS.pdf Download (224kB) | Preview |
Abstract
A massive amount of water has been consumed to produce concrete. The lack of sufficient water for drinking and other essential processes reduces the quantity of water that should be delivered to the people because of the high water consumption by concrete production. All the waste from commercial buildings, households, institutions, and hospitals are known as wastewater. Generally, the water demand is anticipated to increase considerably in the near future. Energy and industry production are expected to witness essential rises in water demand. The enormous quantities of water and generating large quantities of various wastewater from different treatment processes led to exploring different ideas to overcome these issues. One of these ideas is the utilization of wastewater in the construction industry, particularly in concrete mixtures and curing. In the literature, a lack of sufficient studies is obtainable for concrete production from wastewater. This study reviews the chemical composition and physical properties of wastewater and the durability properties of concrete. The treated wastewater from sewage treatment plants (STP) is utilized acceptably for particular utilization. Using treated effluent (TE) in concrete improves cement paste's setting time and compressive strength more than drinking water. The concrete samples containing wastewater recorded 7%–27% lower porosity than control concrete because of the hydration process of cement with time, in addition to the pozzolan reactions. In terms of rapid chloride penetration examination, the authors detected that the samples containing wastewater recorded higher Coulomb charges than that of the control concrete sample without wastewater at 28 curing days because of the high chloride ions in wastewater than that of tap water. The chloride ion penetration increased due to an increase in the domestic wastewater content. Consequently, there is a critical need to improve various processes to adopt and use wastewater in concrete mixtures. This study recommends using a high volume of wastewater to get sustainable concrete with high performance.
| Item Type: | Article |
|---|---|
| Additional Information: | Indexed by Scopus |
| Uncontrolled Keywords: | Compressive strength; Concrete; Mechanical and durability; Sustainable concrete; Wastewater |
| Subjects: | T Technology > T Technology (General) T Technology > TA Engineering (General). Civil engineering (General) |
| Faculty/Division: | Faculty of Civil Engineering Technology |
| Depositing User: | Mr Muhamad Firdaus Janih@Jaini |
| Date Deposited: | 16 Apr 2024 04:20 |
| Last Modified: | 16 Apr 2024 04:20 |
| URI: | http://umpir.ump.edu.my/id/eprint/40389 |
| Download Statistic: | View Download Statistics |
Actions (login required)
 |
View Item |