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使用波特兰水泥和沸石作为粘结剂从固化废物中浸出重金属。

Leaching of heavy metals from solidified waste using Portland cement and zeolite as a binder.

机构信息

School of Civil Engineering, Institute of Engineering, Suranaree University of Technology, Nakorn Ratchasima 30000, Thailand.

出版信息

Waste Manag. 2012 Jul;32(7):1459-67. doi: 10.1016/j.wasman.2012.02.011. Epub 2012 Mar 31.

Abstract

This study investigated the properties of solidified waste using ordinary Portland cement (OPC) containing synthesized zeolite (SZ) and natural zeolite (NZ) as a binder. Natural and synthesized zeolites were used to partially replace the OPC at rates of 0%, 20%, and 40% by weight of the binder. Plating sludge was used as contaminated waste to replace the binder at rates of 40%, 50% and 60% by weight. A water to binder (w/b) ratio of 0.40 was used for all of the mixtures. The setting time and compressive strength of the solidified waste were investigated, while the leachability of the heavy metals was determined by TCLP. Additionally, XRD, XRF, and SEM were performed to investigate the fracture surface, while the pore size distribution was analyzed with MIP. The results indicated that the setting time of the binders marginally increased as the amount of SZ and NZ increased in the mix. The compressive strengths of the pastes containing 20 and 40wt.% of NZ were higher than those containing SZ. The compressive strengths at 28 days of the SZ solidified waste mixes were 1.2-31.1MPa and those of NZ solidified waste mixes were 26.0-62.4MPa as compared to 72.9MPa of the control mix at the same age. The quality of the solidified waste containing zeolites was better than that with OPC alone in terms of the effectiveness in reducing the leachability. The concentrations of heavy metals in the leachates were within the limits specified by the US EPA. SEM and MIP revealed that the replacement of Portland cement by zeolites increased the total porosity but decreased the average pore size and resulted in the better containment of heavy ions from the solidified waste.

摘要

本研究采用普通波特兰水泥(OPC)作为胶凝材料,其中包含合成沸石(SZ)和天然沸石(NZ),研究了固化废料的性能。天然沸石和合成沸石分别以 0%、20%和 40%的胶凝材料取代率部分取代 OPC。电镀污泥作为污染废物,以 40%、50%和 60%的胶凝材料取代率替代胶凝材料。所有混合物的水胶比(w/b)均为 0.40。研究了固化废料的凝结时间和抗压强度,并用 TCLP 测定了重金属的浸出率。此外,通过 XRD、XRF 和 SEM 研究了断裂面,通过 MIP 分析了孔径分布。结果表明,随着混合物中 SZ 和 NZ 含量的增加,胶凝材料的凝结时间略有增加。含 20%和 40% NZ 的糊料抗压强度高于含 SZ 的糊料。SZ 固化废料混合物在 28 天时的抗压强度为 1.2-31.1MPa,而 NZ 固化废料混合物的抗压强度为 26.0-62.4MPa,而相同龄期的对照混合物的抗压强度为 72.9MPa。与单独使用 OPC 相比,含沸石的固化废料在降低浸出率方面的效果更好。浸出液中重金属的浓度在 US EPA 规定的限值内。SEM 和 MIP 表明,沸石替代波特兰水泥增加了总孔隙率,但降低了平均孔径,从而更好地固定固化废料中的重金属离子。

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