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首页> 外文期刊>Acta Geotechnica: An International journal for Geoengineering >Pilot-scale field investigation of ex situ solidification/stabilization of soils with inorganic contaminants using two novel binders
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Pilot-scale field investigation of ex situ solidification/stabilization of soils with inorganic contaminants using two novel binders

机译:用两种新粘合剂抗无机污染物土壤凝固/稳定的试验规模实地研究

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摘要

Recently, two novel binders, one by-product-based binder named as GM and one phosphate-based binder named as KMP, have emerged that can stabilize soils spiked with mixed lead and zinc contaminants. However, field evaluations of the stabilization of actual soils that contaminated with mixed zinc (Zn) and inorganic chloride (Cl-) using GM and KMP have not been performed yet. This study presents a pilot-scale field test to evaluate the performance of GM and KMP to stabilize these inorganic contaminants in soils at two locations in an abandoned industrial plating plant site. The field soils were stabilized and cured for 1, 3, 7, and 28 days and tested for dry density, dynamic cone penetration, soil pH, and leachability. Laboratory unconfined compression tests were performed, and the relationship between unconfined compressive strength and dynamic cone penetrometer index was assessed. The results showed that the strength of both the GM- and KMP-stabilized soils after 28-day curing improved significantly, and the leached Zn and Cl- concentrations were well below the corresponding remediation limits. In general, the KMP-stabilized soil demonstrated superior performance in terms of higher dry density, unconfined compressive strength, average dynamic cone penetration resistance, lower dynamic cone penetrometer index in the early curing stage (7 days), and lower leached Zn concentration under all curing times. In contrast, the GM exhibited superior immobilization of Cl- in the contaminated soil irrespective of the curing time. The results demonstrate that GM and KMP are promising binders for treating Zn- and Cl--contaminated soils at plating and other industry sites with similar contaminants.
机译:最近,两种新型粘合剂,一种副产物的基于基于GM的粘合剂和一个名为KMP的磷酸盐基粘合剂,已经出现了可以稳定用混合铅和锌污染物掺入的土壤稳定。然而,尚未进行使用GM和KMP污染与混合锌(Zn)和无机氯化物(CL-)污染的实际土壤稳定的现场评估尚未进行。本研究提出了一种试验规模的现场测试,以评估GM和KMP的性能,以稳定一个废弃的工业电镀植物部位的两个地区的土壤中的这些无机污染物。稳定田间土壤并固化1,3,7和28天,并测试干密度,动态锥形渗透,土壤pH和透明性。进行了实验室不包含压缩压缩试验,评估了非整合抗压强度和动态锥形渗透度计指数之间的关系。结果表明,28天固化后GM和KMP稳定的土壤的强度显着改善,浸出的Zn和Cl-浓度远低于相应的修复限值。一般而言,KMP稳定的土壤在干燥密度较高,无凝结的抗压强度,平均动态锥形渗透率,早期固化阶段(7天)中的较低动态锥形渗透度计指数,较低的浸出Zn浓度治疗时间。相比之下,无论固化时间如何,GM都表现出污染土壤中的污染土壤中的卓越固定。结果表明,GM和KMP是对具有相似污染物的电镀和其他工业部位治疗Zn和Cl - 受污染的土壤的有前途的粘合剂。

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