Exploring the effects of nanoscale zero-valent iron (nZVI) on the mechanical properties of lead-contaminated clay

Author:

Chen Yong-Zhan1,Zhou Wan-Huan1,Liu Fuming234,Yi Shuping34

Affiliation:

1. State Key Laboratory of Internet of Things for Smart City and Department of Civil and Environmental Engineering, University of Macau, Macau S.A.R., China.

2. Department of Civil and Environmental Engineering, Faculty of Science and Technology, University of Macau, Macau S.A.R., China.

3. Guangdong Provincial Key Laboratory of Soil and Groundwater Pollution Control, Shenzhen, China.

4. School of Environmental Science and Engineering, Southern University of Science and Technology, Shenzhen, China.

Abstract

Nanoscale zero-valent iron (nZVI) is a well-known efficient nanomaterial for the immobilization of heavy metals and has been widely applied in the remediation of contaminated groundwater and soils. In this study, a series of field emission scanning electron microscopy (FESEM) analyses, vane shear tests, triaxial compression tests, and oedometer tests was conducted on lead-contaminated clay using four dosages of nZVI treatment (0.2%, 1%, 5%, and 10%). The geotechnical properties, including basic index properties, stiffness, shear strength, and compressibility, were assessed after the reaction procedure. FESEM analysis was performed to explore the potential mechanisms of nZVI treatment in terms of morphological characteristics. It was found that the plasticity index decreased gradually with increasing nZVI dosage. Treating contaminated soil with nZVI caused an increase in the vane shear strength, stiffness, and friction angle. The compression index increased gradually because of the nZVI treatment. Based on the FESEM analysis, a conclusion can be deduced that larger aggregates and conjoined structures resulting from nZVI treatment can lead to the strengthening of lead-contaminated clay.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference78 articles.

1. Lead removal by nano-scale zero valent iron: Surface analysis and pH effect

2. ASTM. 2000b. Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM standard D4318. American Society for Testing and Materials, West Conshohocken, Pa.

3. ASTM. 2011b. Standard test method for consolidated undrained triaxial compression test for cohesive soils. ASTM standard D4767. American Society for Testing and Materials, West Conshohocken, Pa.

4. BSI. 1990. Methods of test for soils for civil engineering purposes, BS 1377. British Standards Institution, London.

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