Feasibility of manufacturing ultra-high performance cement-based composites (UHPCCs) with recycled sand: A preliminary study. (January 2019)

• Record Type: Journal Article
• Authors: Jiang, Jinyang; Zhou, Wenjing; Gao, Yun; Wang, Liguo; Wang, Fengjuan; Chu, Hong-yan; Xu, Guangyuan; Vandevyvere, Brecht; Sierens, Zeger; Li, Jiabin
• Is Part Of: Waste management. Volume 83(2019)
• Page Start: 104
• Page End: 112
• Publication Date: 2019-01
• Subjects: Ultra-high performance cement-based composites (UHPCCs) -- Recycled sand -- Workability -- Strength -- Shrinkage; Hazardous wastes -- Periodicals; Refuse and refuse disposal -- Periodicals; 363.728
• DOI: 10.1016/j.wasman.2018.11.005
• Languages: English
• ISSNs: 0956-053X

Abstract

Highlights: Recycled sand was used to develop UHPCCs. Mixtures of UHPCCs with recycled sand were designed via linear packing model. 5 UHPCCs were designed with different replacement percentages of recycled sand. Compressive strength of UHPCCs with recycled sand was up to 170.0 MPa. Replacement rate of recycled sand in UHPCCs was recommended under 50%. Abstract: Due to the excellent mechanical and durability properties, ultra-high performance cement-based composites (UHPCCs) have attracted a lot of attention during the past decades. It is noted that most existing UHPCCs are manufactured from raw materials with high quality, for instance, well-graded river sands. However, the huge consumption of river sands as construction materials has inevitably resulted in some serious ecological impacts, as reported around the world. In this regard, it shall be much beneficial if some substitutes, such as recycled sands produced through processing of construction and demolition waste (CDW), could be used to replace natural sands to manufacture the qualified UHPCCs. This paper presents such a preliminary study on the feasibility of manufacturing UHPCCs with recycled sands. A total of five UHPCCs are designed and cast with different replacement percentages of recycled sand, i.e., 0%, 30% 50%, 70% and 100% (in mass). The associated packing density of the mixed sands is estimated based on the linear packing model. The fresh and hardened properties of the UHPCCs, including the workability, strength and shrinkage, are experimentally examined. The test results indicate that it is possible to use recycled sand to replace natural river sand in the manufacture of UHPCCs; however, the amount of the recycled sand needs to be limited. In the case when the replacement percentage of the recycled sand is lower than 50% (in mass), the properties of the UHPCCs with the recycled sand are comparable with those containing river sand only.