A scientometric analysis approach to analyze the present research on recycled aggregate concrete

被引:48
作者
Zhang, Bin [1 ]
Ahmad, Waqas [2 ]
Ahmad, Ayaz [2 ,3 ]
Aslam, Fahid [4 ]
Joyklad, Panuwat [5 ]
机构
[1] Inner Mongolia Vocat & Tech Coll, Chifeng 024005, Peoples R China
[2] COMSATS Univ Islamabad, Dept Civil Engn, Abbottabad 22060, Pakistan
[3] Cracow Univ Technol, Fac Civil Engn, 24 Warszawska Str, PL-31155 Krakow, Poland
[4] Prince Sattam bin Abdulaziz Univ, Coll Engn Al Kharj, Dept Civil Engn, Al Kharj 11942, Saudi Arabia
[5] Srinakharinwirot Univ, Fac Engn, Dept Civil & Environm Engn, Nakhonnayok 26120, Thailand
来源
JOURNAL OF BUILDING ENGINEERING | 2022年 / 46卷
关键词
Recycling; Recycled aggregate concrete; Scientometric analysis; Mechanical properties; Durability; Microstructure; INTERFACIAL TRANSITION ZONES; HIGH-PERFORMANCE CONCRETE; SELF-COMPACTING CONCRETE; RICE HUSK ASH; MECHANICAL-PROPERTIES; DEMOLITION WASTE; COARSE AGGREGATE; DURABILITY PROPERTIES; PARENT CONCRETE; FLY-ASH;
D O I
10.1016/j.jobe.2021.103679
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The growing state of research on recycled aggregate (R-A) concrete presents academics with an information overload that may obstruct effective research and academic collaboration. Scientometric analysis has the potential to quantitatively analyze the various aspects of the extensive literature using a suitable software tool. This study adopted a scientometric analysis approach along with the traditional review of the present state of research on R-A concrete. The bibliographic data was retrieved from the Scopus database comprising 2180 documents and analyzed. The publication sources, keywords, authors, articles, and countries were evaluated from the bibliographic data. Also, the most crucial areas of R-A concrete have been highlighted and examined. The practical use of R-A concrete is examined, as are improving strategies. The scientometric analysis revealed that the leading authors in the relevant field are De Brito J. and Poon C.S., based on the number of publications and citations, respectively. It was concluded from the literature review that R-A concrete exhibits inferior mechanical and durability performance due to the weak mechanical characteristics of R-As. By employing improvement techniques like mixing process modification, pre-coating the R-As, and addition of admixtures can help improve R-A concrete performance. The large-scale applications of R-A concrete are limited due to its inferior mechanical and durability properties, increased cost of improvement techniques, and lack of standards for the processing of R-As, as well as the production and mix design of R-A concrete. Finally, new research has been suggested in light of the gaps in the current study.
引用
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页数:31
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