水泥窑
渗滤液
浸出(土壤学)
毒性特征浸出程序
硅酸盐水泥
水泥
抗压强度
废物管理
冶金
化学
环境科学
材料科学
环境化学
金属
复合材料
土壤科学
土壤水分
工程类
标识
DOI:10.13189/cea.2018.060203
摘要
In the present study, stabilization and solidification (S/S) of the waste phosphate sludge (WPS) using Portland cement (PC) and cement kiln dust (CKD) was investigated.In the first place, only PC was used to stabilize 5, 10 and 15% WPS.At a later stage, 10 and 15% CKD were used as PC substitute to stabilize 15%WPS.WPS contained initially 130.2 mg/L Zn and 22.6 mg/L Ni.U.S. Environmental Protection Agency (US-EPA) landfilling limits for Zn and Ni are 4.3 mg/L and 11 mg/L, respectively.Setting times and unconfined compressive strength (UCS) values were measured and permeability of selected samples was determined.TCLP (Toxicity Characteristics Leaching Procedure) and SPLP (Synthetic Precipitation Leaching Procedure) were applied to determine the concentrations of Zn and Ni leached from the mortar samples and leachate pH values were measured.Use of the CKD as a cement substitute delayed setting times, decreased UCS and increased leached heavy metal concentrations.Leached Zn and Ni concentrations of the WPS stabilized with PC and CKD following SPLP were lower than the EPA landfilling limits.However, leached Zn concentrations following TCLP were not compatible with the EPA limit.Leached Ni concentrations remained lower than the EPA limit.It was concluded that relatively low levels of alkalies, CaO and SiO 2 content of CKD negatively affected the setting, compressive strength and leaching characteristics.
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