Effect of Clay Brick Waste Powder on the Fresh and Hardened Properties of Self-Compacting Concrete: State-of-the-Art and Life Cycle Assessment

被引:9
|
作者
Nasr, Mohammed Salah [1 ]
Salman, Awham Jumah [2 ]
Ghayyib, Rusul Jaber [2 ]
Shubbar, Ali [3 ]
Al-Mamoori, Shahad [4 ]
Al-khafaji, Zainab [5 ]
Hashim, Tameem Mohammed [6 ]
Hasan, Zaid Ali [1 ]
Sadique, Monower [3 ]
机构
[1] Al Furat Al Awsat Tech Univ ATU, Tech Inst Babylon, Babylon 51015, Iraq
[2] Al Furat Al Awsat Tech Univ ATU, Tech Coll Al Mussaib, Babylon 51006, Iraq
[3] Liverpool John Moores Univ, Sch Civil Engn & Built Environm, Liverpool L3 5UX, England
[4] Univ Babylon, Coll Engn, Civil Engn Dept, Babylon 51002, Iraq
[5] Al Ayen Univ, Sci Res Ctr, Thi Qar 64001, Iraq
[6] Al Mustaqbal Univ Coll, Bldg & Construct Engn Technol Dept, Babylon 51001, Iraq
关键词
SCC; clay brick waste powder; fresh properties; hardened properties; life cycle assessment; RECYCLED AGGREGATE; CEMENT; CONSTRUCTION; PERFORMANCE; DURABILITY; STRENGTH; REPLACEMENT;
D O I
10.3390/en16124587
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
Sustainability and reducing environmental damage caused by CO2 emissions have become issues of interest to researchers in the construction sector around the world. Reducing the cement content in concrete by partially substituting it with by-products or waste falls within this field as the cement industry is responsible for 7% of global CO2 emissions. On the other hand, self-compacting concrete (SCC) is one of the special types of concrete that contains a large amount of powder (most of which is cement) to ensure its flow under the influence of its weight without separating its components. Therefore, to produce eco-friendly SCC, many researchers have replaced part of the cement with clay brick waste powder (CBWP) since brick units are among the most widely used building materials after concrete. Accordingly, this study aims to review previous research that included using CBWP in SCC. The effect of these wastes on the fresh, mechanical, durability and microstructural properties of cement was reviewed. Additionally, a comparison between the environmental impacts of SCCs with different CBWP contents has been conducted using the life cycle assessment (LCA) approach. It was found that the highest value of CBWP that can be used without negatively affecting the different properties of concrete is 10% by weight of cement. Moreover, regarding environmental impact, using CBWP as a substitute for cement reduces environmental damage, and the lowest environmental impact that can be achieved per strength unit (MPa) is 37.5%.
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页数:23
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