| Title | Effect of biowaste and construction waste additives on mechanical dewaterability of lake sediment for brick production |
|---|---|
| ID_Doc | 15052 |
| Authors | Dang, HTT; Pham, LTN; Pham, TT; Nguyen, HX; Tran, NTH; Nguyen, KM |
| Title | Effect of biowaste and construction waste additives on mechanical dewaterability of lake sediment for brick production |
| Year | 2023 |
| Published | Journal Of The Air & Waste Management Association, 73, 8 |
| Abstract | Nowadays, when the zero-waste strategy is an inevitable component of the circular economy, the reuse of waste, including dredged sludges, has drawn the attention of many researchers. This study evaluated four kinds of bio-wastes (corn core powder, rice husk powder, sugarcane bagasse powder, and peanut shell powders) and two kinds of construction wastes (autoclaved aerated concrete-AAC and pavement stone) in enhancing the dewaterability of dredged sludge from the lake, in which the sludges would then be reused for brick production. The results showed that the moisture contents decreased from 62 & PLUSMN; 0.14% to 57 & PLUSMN; 1.89% after mixing and then to 35 & PLUSMN; 8.31% after compressing for the construction waste-blended sludge. Among the bio-wastes, the sugarcane bagasse additive performed the best at a mixing ratio of 1:3 by weight and rice husk powder worked best at a mixing ratio of 1:5 by weight. The organic matter was increased up to 80% when the bio-wastes were added, while it was decreased to 5% for the case of construction wastes. The optimum percentage of sludge in the mixture to meet all the oxide contents in the brick and energy saving shall be about 30%. The results have revealed a potentially green route for brick production with lake sediment and bio-waste/construction wastes.Implications: It is the first time the reuse of agro-wastes/construction waste was evaluated to mix with lake sediment to partly replace clay for brick production; Among the bio-wastes, the sugarcane bagasse additive performed the best at a mixing ratio of 1:3 by weight; Moisture contents decreased from 62 & PLUSMN; 0.14% to 57 & PLUSMN; 1.89% after mixing and then to 35 & PLUSMN; 8.31% after compressing for the blended sludge; The optimum percentage of mixed sludge, possibly replaced the clay in brick production, considering oxide contents and energy saving shall be up to 30%. |
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