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Desorption and consolidation behaviour of initially saturated clays

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TLDR
In this article, the volume change and water retention behavior of highly plastic clays (MX 80 bentonite and Speswhite kaolin) were experimentally determined in one-dimensional consolidation and desorption behavior.
Abstract
One-dimensional consolidation and desorption behaviour of highly plastic clays (MX 80 bentonite and Speswhite kaolin) were experimentally determined in this study. Initially saturated clay specimens were subjected to an increase in suction employing axis-translation technique and salt-solution technique to cover a suction range of 10 kPa to 300 MPa. Consolidation tests were carried out with a maximum applied vertical pressure of 3.2 MPa. The water content and the volume of the clay specimens at each applied suctions were measured. The study revealed that a vertical pressure increase was more effective in reducing the water content and the void ratio for the bentonite studied, whereas a suction increase was more effective in removing water from the kaolinite. The possible structure and fabric of the clays at saturation, at commencement of desaturation, and at residual shrinkage stage are discussed. The observed differences in the volume change and water retention behaviour were attributed to the differences in the mineralogical properties of the clays. vertical pressure, and isotropic loading conditions. Marcial et al. (2002) compared the volume change behaviour of bentonites due to an increase in the vertical pressure and suction. Fredlund (1964) and Flereau et al. (1993) noted that an increase in the vertical pressure and suction have similar influence on the volume change behaviour of expansive clays for a large range of applied suction. Marcial et al. (2002) stated that due to isotropic loading conditions, the void ratio decrease due to a suction increase was greater than that obtained due to a vertical pressure increase. Fredlund and Rahardjo (1993)’s results on silty clay (Fig. 1) showed that the volume change behaviour

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Soil-water characteristic curves of clays

TL;DR: In this paper, the drying suction -water content soil-water characteristic curves (SWCCs) of three clays (MX80 bentonite, yellow bentonite and Speswhite kaolin) were experimentally determined using axis translation, vapour equilibrium, and osmotic techniques.
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Heavy metal retention properties of kaolin and bentonite in a wide range of concentration and different pH conditions

TL;DR: In this paper, a series of sorption batch tests were conducted to characterize the retention capacity of three ubiquitous heavy metals (Pb, Zn and Cu) on two reference clays (Speswhite kaolin and Wyoming bentonite).
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Effect of temperature on swelling pressure and compressibility characteristics of soil

TL;DR: In this paper, the effect of temperature on swelling pressure and compressibility behavior of divalent rich Indian bentonite (liquid limit =139%) from Bikaner, Rajasthan and effect of the temperature on the compressibility behaviour of local soil (local limit = 35%) from Rourkela was investigated.
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Effective stress in clays of various mineralogy

TL;DR: In this paper, the suction stress characteristic curves (SSCCs) of clays were determined based on the drying soil-water characteristic curves of the clays for a suction range of 0.03 to about 219.0 MPa.
Journal ArticleDOI

Study of measured and fitted SWCC accounting the irregularity in the measured dataset

TL;DR: In this paper, an effort has been made to construct a rapid, consistent SWCC accounting irregularity in the measured data-set by pairing of two suction measuring instruments, a tensiometer and a dew point potentiometer.
References
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TL;DR: In this paper, the Mecanique des sols reference record was created on 2004-09-07, modified on 2016-08-08, and it was used for the Sols non satures reference record.
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Study of the structure of a sensitive Champlain clay and of its evolution during consolidation

TL;DR: In this article, scanning electron microscopy and mercury intrusion porosimetry were used in parallel to identify the structure of a medium sensitivity Champlain clay, and the structure was observed firstly on intac...