Utilization of drinking water treatment sludge in concrete paving blocks: Microstructural analysis, durability and leaching properties. (15th May 2020)

• Record Type: Journal Article
• Authors: Liu, Yue; Zhuge, Yan; Chow, Christopher W.K.; Keegan, Alexandra; Li, Danda; Pham, Phuong Ngoc; Huang, Jianyin; Siddique, Rafat
• Is Part Of: Journal of environmental management. Volume 262(2020)
• Publication Date: 2020-05-15
• Subjects: Drinking water treatment sludge -- Concrete -- Paving blocks -- Durability properties -- Leaching ability -- Microstructural analysis; Environmental policy -- Periodicals; Environmental management -- Periodicals; Environment -- Periodicals; Ecology -- Periodicals; 363.705
• DOI: 10.1016/j.jenvman.2020.110352
• Languages: English
• ISSNs: 0301-4797

Abstract

Abstract: The management of abundant drinking water treatment sludge (DWTS) in landfill remains an important issue. The reuse of DWTS as construction material could contribute to the development of greener concrete product and to mitigating the detrimental environment effect from excessive production of DWTS. This paper investigates the potential of using DWTS as sand replacement in Concrete Paving Blocks (CPB). Five CPB mixtures were designed and the replacement ratios of sand by DWTS were 0%, 5%, 10%, 15%, and 20%, by weight. Properties of CPB such as compressive strength, water absorption, abrasion resistance, sulfate attack and metal leachability were determined. The results indicated that above 10% of DWTS, the replacement was detrimental to such properties of the CPB. Microstructure analysis proved the addition of DWTS could result in ettringite formation and the interfacial transition zone (ITZ) between the cement matrix and DWTS was more porous than that of sand. In addition, the metal leachability test of CPB demonstrated that the addition of high-copper DWTS into CPB was safe. Highlights: Drinking water treatment sludge has potential as aggregates for paver production. Reduction in strength and durability of pavers was observed, except 5% sludge type. Maximum 10% of sand replaced by sludge is feasible for paving blocks. SEM and XRD analyses confirm the formation of ettringite induced by sludge.