Properties of mortar with waste clay bricks as fine aggregate. (30th March 2018)

• Record Type: Journal Article
• Authors: Dang, Juntao; Zhao, Jun; Hu, Wenyuan; Du, Zhaohua; Gao, Danying
• Is Part Of: Construction & building materials. Volume 166(2018)
• Page Start: 898
• Page End: 907
• Publication Date: 2018-03-30
• Subjects: Fine recycled aggregates from crushed bricks -- Recycled mortar -- Physical index -- Flowability -- Strength; Building materials -- Periodicals; 624.18
• DOI: 10.1016/j.conbuildmat.2018.01.109
• Languages: English
• ISSNs: 0950-0618

Abstract

Highlights: The macroscopic and microscopic tests were carried out to study the properties of mortar with RCBA. The additional water content of RCBA has significantly influence on the properties of mortar. The RCBA with partially additional water and particle size of 0–5 mm improved the strength of mortar. The rough surface and pozzolanic activity of RCBA produce compact interfacial transition zone. Abstract: In order to solve the problem existing in the utilization of fine recycled aggregates from crushed bricks (RCBA), the replacement of natural fine aggregate (NA) by RCBA to produce a new green recycled mortar is an important technology to develop renewable resource products and realize waste resources recycling. In this paper, in order to deeply understand the mechanism of RCBA, macroscopic and microscopic tests are carried out to study the influence of RCBA with different replacement ratios, particle sizes and additional water contents on the flowability, compressive strength and flexural strength of mortar. And the physical properties, chemical composition, mineral composition and microscopic morphology of RCBA are analyzed. The results show that the porous structure of the waste clay bricks together with the secondary mechanical crushing treatment result in the decline of the physical properties of RCBA. The fully additional water content in RCBA is beneficial to improve the flowability of mortar, but the partially additional water content in RCBA has an adverse impact. In addition, the RCBA with partially additional water content and particle size of 0–5 mm is beneficial to the improvement of mortar strength. However, the RCBA with fully additional water content and particle size of 0.15–5 mm is detrimental to the development of mortar strength. The microscopic test indicates the rough surface and pozzolanic activity of RCBA produce relatively stable and dense interfacial transition zone between the RCBA and cement paste.