Issue |
E3S Web Conf.
Volume 9, 2016
3rd European Conference on Unsaturated Soils – “E-UNSAT 2016”
|
|
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Article Number | 02002 | |
Number of page(s) | 5 | |
Section | Keynote Lectures | |
DOI | https://doi.org/10.1051/e3sconf/20160902002 | |
Published online | 12 September 2016 |
Determination of the relationship among capillary pressure, saturation and interfacial area: a pore unit assembly approach
1 Department of Earth Sciences, Utrecht University, Utrecht, The Netherlands
2 Department of Civil and Environmental Engineering, School of Civil and Material Engineering, Shiraz University, Shiraz, Iran
a Corresponding author: S.M.Hassanizadeh@uu.nl
Three state variables namely, degree of saturation (Sw), capillary pressure (Pc) and specific air-water interfacial area (aaw) are indispensable for modelling coupled processes relevant to unsaturated soils mechanics, agriculture, and contaminant hydrology. They play a key role in simulating various phenomena and the determination of various parameters and physical characteristics such as the unsaturated soil shear strength, field capacity, wilting point, air and water diffusivity and the rate of dissolution of contaminants. The determination of soil water retention curve (Sw-Pc) as well as the specific interfacial area (aaw) using available experimental techniques is a challenging and time consuming task. Therefore, a numerical technique that employs basic soil properties to obtain these variables is of much value and high practical and theoretical importance. In the current study, the porous network extracted from a discrete element model (the so-called pore unit-assembly) has been used to directly model the drying and wetting processes inside a granular soil packing and to obtain the values of Pc, Sw and aaw. The results of the simulations are in good agreement with the experimental data, which points to the efficacy and adequacy of the introduced algorithms and involved assumptions for this purpose.
© The Authors, published by EDP Sciences, 2016
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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