Abstract

The behaviour of soil is complex in a natural environment. Contamination of soil with organic and inorganic contaminants may change the properties of soil. Recent studies have shown that the heavy metal contaminants affect the plasticity and consolidation behaviours. However, little is known about the effects of heavy metals on the behaviour of different types of clay, especially how clay behaves when multiple heavy metals are present in clay. The paper will present results from tests on the effect of three different heavy metal ions used separately, and mixed together in combinations, on the liquid limit (wL), plastic limit (wP) and plasticity index (PI) of kaolin, bentonite, mixtures of kaolin and bentonite and reconstituted Lucera clay. It is found that plasticity index of bentonite is reduced significantly with the addition of heavy metals while PI increases slightly in kaolin. A 1:1 clay mixture of kaolin and bentonite showed significant reduction, while reconstituted Lucera clay has shown small reduction with the addition of heavy metals. It is found that at higher concentrations of copper and zinc cations, the effect takes reverse trend on the liquid limit of kaolin and similar behaviour was observed on the bentonite at higher concentrations of lead ion. Interestingly, lead ion exhibited a significant effect on the plasticity of bentonite when tested with NaCl solution as pore fluid.

Highlights

  • The behaviour of soil is complex in natural environment

  • It was found that the heavy metals had insignificant effects on the plastic limit of the soils tested so the trends seen in plasticity index (PI) reflect mainly the changes in liquid limit

  • When using 35 ppt NaCl solution without heavy metal, the plasticity index of bentonite reduces by 113%, while 1000 ppm copper ion, 1000 ppm lead ion and 1000 ppm zinc ion reduce the plasticity index of bentonite by 6.4%, 17.3% and 11.8% respectively

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Summary

Introduction

The behaviour of soil is complex in natural environment. The pore fluid chemistry is a significant factor in how soil behaves. Di Maio, et al [6] investigated the effect of pore fluid and clay minerology on the volume change behaviour of a variety of clays and found that the smectite fraction is the most significant factor, an increase of the concentration of NaCl solution as pore fluid causing the compressibility of the clay to decrease. The effect of NaCl solution increases with the smectite content of the clay, due to the high water absorption capacity of smectite compared to kaolinite, illite and other clay minerals. The clay fraction of the soil plays a significant role to retain metals and metal solubility, and with the clay fraction, the capacity to adsorb and retain metal ions increases [11]

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