The combined effect of coir and superplasticizer on the fresh, mechanical, and long-term durability properties of recycled aggregate concrete

被引:32
作者
Ali, Babar [1 ]
Farooq, Muhammad Ahmad [2 ]
Ouni, Mohamed Hechmi El [3 ,4 ]
Azab, Marc [5 ]
Elhag, Ahmed Babeker [6 ]
机构
[1] COMSATS Univ Islamabad Sahiwal Campus, Dept Civil Engn, Sahiwal 57000, Pakistan
[2] Inst Southern Punjab, Dept Civil Engn, Multan 66000, Pakistan
[3] King Khalid Univ, Coll Engn, Dept Civil Engn, POB 394, Abha 61411, Saudi Arabia
[4] Univ Carthage, Tunisia Polytech Sch, Syst Res Lab, Appl Mech, La Marsa 2078, Tunisia
[5] Amer Univ Middle East, Coll Engn & Technol, Egaila 54200, Kuwait
[6] King Khalid Univ, Coll Engn, Dept Civil Engn, Abha 61413, Saudi Arabia
来源
JOURNAL OF BUILDING ENGINEERING | 2022年 / 59卷
关键词
Recycled aggregates; Coconut fiber; Chloride permeability; Water absorption; Fiber-reinforced concrete; FIBER-REINFORCED CONCRETE; COCONUT-FIBER; HIGH-VOLUME; FLY-ASH; STRENGTH CONCRETE; SILICA-FUME; STEEL; PERFORMANCE; BEHAVIOR; RESISTANCE;
D O I
10.1016/j.jobe.2022.105009
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The investigations to resolve the issue of low ductility and toughness of concrete led to the inven-tion of fiber-reinforced concrete (FRC) by utilizing scattered fibers in a cementitious matrix. Be-sides offering a higher ductility, FRC developed with natural aggregates and industrial fibers is ecologically challenged and contributes to the depletion of natural reserves. The use of recycled aggregates (RA) instead of natural ones with waste coconut fibers (CF) can lead to the production of a cheap and eco-friendly FRC. For this purpose, concrete mixes were prepared with 50% and 100% incorporation of coarse RA as the replacement of coarse natural aggregates (NA) with and without CF. The CF-reinforced mixes were also studied with and without the effect of superplasti-cizer (SP) addition. Mechanical properties (compressive strength, bi-surface shear strength, and splitting tensile strength) and durability properties (water absorption and chloride ion penetra-tion) of all mixes were examined. SEM technology was employed to observe the bond of CF with cementitious paste. Besides that, the effect of indoor and outdoor exposure on the compressive strength of CF reinforced concrete was also examined. The results revealed that the 2% CF (by weight of cement) advanced the shear strength of plain concrete by 40% and 60% with and with-out SP, respectively. The combined use of CF and SP provided 100% RA concrete (RAC) with no-ticeably higher mechanical performance compared to that of plain NA concrete (NAC). Chloride permeability and water absorption were increased due to the solo addition of CF, however, the permeability of CF-reinforced mixes was noticeably controlled by SP addition. This research found no degradation in the compressive strength of CF reinforced mixes exposed to subtropical outdoor conditions for 365-days. SEM observations revealed insignificant shrinkage of CF fila-ments in cement paste.
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页数:18
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