Experimental study on the permeability of Pb-contaminated silt solidified by CFG. Issue 9 (16th April 2022)

• Record Type: Journal Article
• Authors: Li, Man; Wang, Qiang; Yang, Jingdong; Cui, Jinyang; Guo, Xiaoliang; Zhou, Wenjun
• Is Part Of: Environmental technology. Volume 43:Issue 9(2022)
• Page Start: 1294
• Page End: 1306
• Publication Date: 2022-04-16
• Subjects: Lead-contaminated soil -- Solidification -- Permeability -- Microscopic characteristics -- Silt; Environmental engineering -- Periodicals; Environmental protection -- Periodicals; 628.05
• DOI: 10.1080/09593330.2020.1825532
• Languages: English
• ISSNs: 0959-3330

Abstract

ABSTRACT: The permeability of soil is a fundamental parameter in hydrological and geotechnical studies, nevertheless, the investigations on the silt especially the heavy mental contaminated silt have rarely been reported. The research introduces the effect of the different factors, including the osmotic pressure, curing time, the content of binders and the concentration of lead, on the permeability and microscopic properties of lead-contaminated silt, which is solidified by a novel curing agent, formed by mixing cement, fly ash and desulphurization gypsum (CFG). According to the tests of the permeability and scanning electron microscope (SEM), the permeability of samples is investigated under different influencing factors. The results demonstrate that the permeability coefficient of the contaminated silt increases with the increasing osmotic pressure and lead ion concentration, while decreases with the increasing CFG content and the curing time, additonally, there are interactions among various factors, which jointly affect the permeability of samples. Moreover, the statistical analysis shows that osmotic pressure has the most significant effect on permeability among various factors. Besides, the influence of lead ion concentration, osmotic pressure and CFG content on the permeability coefficient at the curing time of 14d is more significant than that of 28d, and the influence order of factors was slightly different at different curing time. Furthermore, the SEM test proves the conclusion of the statistical analysis, which also explains the common reasons for the enhancement of the impermeability and unconfined compressive strength (UCS) of the lead-contaminated silt with the increasing curing time. GRAPHICAL ABSTRACT: UF0001