Small-scale evaporation tests on clay

influence of drying rate on clayey soil layer

Journal Article (2018)
Author(s)

Roderick N. Tollenaar (Geo-engineering)

Leon A. van Paassen (Geo-engineering, Arizona State University)

Cristina Jommi (Geo-engineering, Politecnico di Milano)

Geo-engineering
DOI related publication
https://doi.org/10.1139/cgj-2017-0061 Final published version
More Info
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Publication Year
2018
Language
English
Geo-engineering
Issue number
3
Volume number
55
Pages (from-to)
437-445
Downloads counter
213

Abstract

Cracks in drying soils have detrimental effects on the integrity of geotechnical structures. The evaporation rate is recognized to play an important role in fracture generation, having a direct impact on the amount of cracks produced. This investigation examined the drying behaviour of a clay with different initial water contents and under different evaporative conditions. Small-scale evaporation experiments were carried out using a river clay and commercially available suction-measuring equipment. The results showed that the initial conditions have great influence on the drying performance of a soil, which can be partly attributed to the influence of the surface texture and the pore structure. It was observed that under certain circumstances, the evaporation of a soil surface can be higher than that of open water. The different evaporation rates had a marked effect on the water distributions with depth within the soil. The evaporation rate also produced a dynamic response of the soil-water retention curve.