Evaluation of physicochemical and hydromechanical properties of MSWI bottom ash for road construction

• Published in: Waste management (Elmsford) Vol. 80; pp. 168 - 174
• Main Authors: Le, Ngoc Hung, Razakamanantsoa, Andry, Nguyen, Mai-Lan, Phan, Van Tien, Dao, Phuc-Lam, Nguyen, Dang Hanh
• Format: Journal Article
• Language: English
• Published: United States Elsevier Ltd 01.10.2018; Elsevier
• Subjects: Bottom ash; Civil engineering; Coal Ash; Construction Materials; Engineering Sciences; Hydromechanical behavior; Incineration; Road aggregates; Silicon Dioxide; Solid Waste; Water; Bottom ash; Road aggregates; Hydromechanical behavior; Civil engineering; engineering; Bottom ash Civil
• ISSN: 0956-053X; 1879-2456
• DOI: 10.1016/j.wasman.2018.09.007

•Physicochemical and geotechnical methodology are coupled to evaluate bottom ash.•Bottom ash characteristics are governed mainly by its SiO2 component.•Tested MSWI is in good alignment with the threshold physicochemical values.•The low collapse ability confirms the high potential of use for road construction. Municipal Solid Waste Incinerator (MSWI) Bottom Ash has been used as a substitute for traditional aggregates in road construction; however, this material is little understood. The work presented in this paper pursues the study on the mechanical performance of bottom ash, proven by Le et al. (2017). Using a coupling technique for the first time, the physicochemical aspects and hydromechanical resistance of bottom ash were evaluated and analyzed. Physicochemical tests were first carried out, followed by oedometer tests under a wetting path. This coupled evaluation underlined the role of principal mineralogical components of the studied bottom ash as well as the link with its hydromechanical properties. Tests results showed that the principal constituent of bottom ash is SiO2, which thus affects the characteristics of bottom ash. Given the physical stability of SiO2 which generated a compacted material being less sensitive to water and chemical reactions, and bottom ash’s other characteristics, this demonstrates why bottom ash could be a viable material in roadworks.