Concrete Made with Partially Substitutions of Copper Slag (CPS): State of the Art Review

被引:26
作者
Ahmad, Jawad [1 ]
Majdi, Ali [2 ]
Deifalla, Ahmed Farouk [3 ]
Isleem, Haytham F. [4 ]
Rahmawati, Cut [5 ]
机构
[1] Natl Univ Sci & Technol, Dept Civil Engn, Mil Coll Engn, Sub Campus, Islamabad 44000, Pakistan
[2] Al Mustaqbal Univ Coll, Dept Bldg & Construct Technol & Engn, Hillah 51001, Iraq
[3] Future Univ Egypt, Fac Engn & Technol, Struct Engn Dept, New Cairo 11845, Egypt
[4] Qujing Normal Univ, Dept Construct Management, Qujing 655011, Peoples R China
[5] Univ Abulyatama, Dept Civil Engn, Aceh Besar 23372, Indonesia
关键词
copper slag; mechanical strength; flowability; chemical composition and microstructure analysis; SELF-COMPACTING CONCRETE; MECHANICAL-PROPERTIES; DURABILITY CHARACTERISTICS; PARTIAL REPLACEMENT; IRON SLAG; FLY-ASH; STRENGTH; WASTE; HYDRATION; CONSTRUCTION;
D O I
10.3390/ma15155196
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
Copper slag (CPS) is a large amount of waste material produced during the manufacture of copper. The disposal of this waste material becomes a problem for environmental concerns. Therefore, it is necessary to explore feasible alternate disposal options. They may also be utilized in concrete manufacturing to cut down on the usage of cement and natural aggregates. A lot of researchers focus on utilizing CPS in concrete, either as a cement replacement or as a filler material. This article aims to summarize the literature already carried out on CPS in conventional concrete to identify the influence of CPS on the fresh, hardened and durability performance of cement concrete. Results indicate that CPS improved the strength and durability performance of concrete but simultaneously decreased the slump value of concrete. Furthermore, an increase in the durability performance of concrete was also observed with CPS. However, the higher dose results declined in mechanical and durability aspects owing to a scarcity of flowability. Therefore, it is suggested to use the optimum dose of CPS. However, a different researcher recommends a different optimum dose ranging from 50 to 60% by weight of fine aggregate depending on the source of CPS. The review also recommends future researcher guidelines on CPS in concrete.
引用
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页数:28
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