Abstract

The surface charge distribution of clay particles governs the interparticle forces and their arrangement in clay-water systems. The plasticity properties are the consequences of the interaction at the microscopic scale, even if they are traditionally linked to the mechanical properties of fine-grained soils. In the paper, the plasticity modifications induced by the addition of lime were experimentally investigated for two different clays (namely kaolinite and bentonite) in order to gain microstructural insights of the mechanisms affecting their plastic behavior as a function of the lime content and curing time. Zeta potential and dynamic light scattering measurements, as well as thermogravimetric analyses, highlighted the mechanisms responsible for the plastic changes at a small scale. The increase of the interparticle attraction forces due to the addition of lime increased the liquid and plastic limits of kaolinite in the short term, without significant changes in the long term due to the low reactivity of the clay in terms of pozzolanic reactions. The addition of lime to bentonite resulted in a decrease of interparticle repulsion double layer interactions. Rearrangement of the clay particles determined a reduction of the liquid limit and an increase of the plastic limit of the treated clays in the very short term. Precipitation of the bonding compounds due to pozzolanic reactions increased both the liquid and plastic limits over the time.

Highlights

  • Plasticity limits, quantitatively defined by Atterberg in 1911 [1], determine the range of water content in which a clayey soil exhibits a plastic behavior

  • The plasticity modifications induced by the addition of lime were experimentally investigated for two different clays in order to gain microstructural insights into the mechanisms affecting their plastic behavior as a function of the lime content and curing time

  • The results showed a high dependency of the plasticity properties on the clay particle arrangement induced by the pore water chemistry and Ca2+ concentration

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Summary

Introduction

Plasticity limits, quantitatively defined by Atterberg in 1911 [1], determine the range of water content in which a clayey soil exhibits a plastic behavior. As evidenced by Haigh et al (2013) [2], it is widely accepted that both liquid and plastic limits can be found by measuring soil strength. 2.5 kPa. The fall cone test for liquid limit determination [4] can be interpreted as a measurement of soil strength, as shown by Houlsby (1982) [5]. The water content at which a soil thread breaks apart at a diameter of 3 mm is assumed as the plastic limit of the soil.

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