The Effect of Silt on Soil-Water Characteristics of Unsaturated Sand

Authors

Department of Civil Engineering, Urmia University

10.22034/ceej.2018.7910

Abstract

The structure of earth, atmospheric conditions, and hydrogeology, has led that groundwater levels in most parts of the world, including Iran, to decline significantly. This issue causes the large amount of soils above the ground water level to be in unsaturated state.  Various activities associated with soils, such as subsurface explorations, foundation engineering and building constructions in unsaturated soils, etc., necessitates the study of the properties of unsaturated soils. One of the most important and fundamental properties of unsaturated soils is water holding capacity or soil suction. The soil-water characteristic curve (SWCC) has been found to be a conceptual and interpretative tool by which the behavior of unsaturated soils can be understood (Vanapali et al., 1999). The SWCC defines the relationship between soil matric suction (the difference between the air and water pressure in the soil) and the volumetric water content.
In this study, the SWCCs of Firoozkoh sand mixed with two silty soils will be investigated to find out the effect of silt on soil-water characteristics of sand in unsaturated state. By conducting this research, one can predict the behavior of natural silty sand for geotechnical applications in practice. In the context of this study, in order to obtain laboratory SWCCs, Tempe pressure cell device will be designed and built.

Keywords

References

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Journal of Civil and Environmental Engineering
Volume 48.2, Issue 91 - Serial Number 91
Summer of 2018
October 2018
Pages 37-45

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