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Determination of swell index and swelling pressure from suction tests : a case study of Neogene clays from Warsaw (Poland)

Wójcik E., Gawriuczenkow I.

Geological Quarterly

2017

Vol. 61, No. 4

738--750

The paper presents the results of swell index, swelling pressure and soil suction tests carried out on Neogene clays from Warsaw, depending on the water content, clay fraction, liquid limit, plasticity index, cation exchange capacity, and content of clay minerals and beidellite. These clays are considered expansive soils in Poland, as they are vulnerable to water content variations in the active zone, which result in their volume change and, in consequence, cause damage of foundations and other construction elements. A number of physical, chemical and mineral properties were determined for these clays. The swelling tests were carried out on samples precompacted in Proctor apparatus, at various initial values of water content. The analyses have shown exponential relation of swell index, swelling pressure and suction versus water content. In addition, the investigated relationship between the suction and swell characteristics of tested clays shows good correlation as a power function between these parameters. In addition, validity of correlations between fitting parameters of obtained relationships and soil index properties, such as clay fraction, liquid limit, plasticity index, cation exchange capacity, and content of clay minerals and beidellite, have been demonstrated. The empirical relations are characterized by high values of the correlation coefficient. A very high fit has also been found for a proposed relationship between the swell index and swelling pressure for tested clays.

Zależność między wilgotnością a ciśnieniem ssania w profilu mio-plioceńskich iłów na Stegnach

Wójcik E.

Przegląd Geologiczny

2005

Vol. 53, nr 8

699--702

The soil-water characteristic curve for a soil is defined as the relationship between water content and suction for the soil. It can be used to estimate various parameters which describe unsaturated soil behaviour. The paper presents the results of investigation of cohesive soils from the Warsaw area. As a result of the comprehensive studies the fundamental relationship between the soil suction and water content for mio-pliocene clay from Stegny was established. Using Fredlund and Xing (1994) equation the best-fit curves for experimental data are presented.