Unsaturated Hydraulic Conductivity in Composite Porous Media

Determining the constitutive properties that describe the incipient hydraulic behavior of the materials, including the matrix domains and the distribution of macro and micropores, is crucial to analyzing the preferential water flow in saturated soils, <i>k<sub>s</sub></i>, an...

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Main Authors: Jhan Piero Rojas, Juan Carlos Ruge, Gustavo Adolfo Carrillo
Format: Article
Language:English
Published: MDPI AG 2022-09-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/12/18/9058
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author Jhan Piero Rojas
Juan Carlos Ruge
Gustavo Adolfo Carrillo
author_facet Jhan Piero Rojas
Juan Carlos Ruge
Gustavo Adolfo Carrillo
author_sort Jhan Piero Rojas
collection DOAJ
description Determining the constitutive properties that describe the incipient hydraulic behavior of the materials, including the matrix domains and the distribution of macro and micropores, is crucial to analyzing the preferential water flow in saturated soils, <i>k<sub>s</sub></i>, and unsaturated, <i>k<sub>u</sub></i>. This study focused on determining the hydraulic conductivity in porous media under total and partial saturation conditions. The infiltration characteristics of three reconstituted soils were evaluated using five suction ranges employing conventional permeameters, an automated dual system, and mini-disk infiltrometers. The experimental cycles were carried out in granular soils with mixtures of diatomaceous soils, iron oxide (Fe<sub>2</sub>O<sub>3</sub>), and calcium carbonate (CaCO<sub>3</sub>) in 5–40% proportions. The differences between the granular microstructures of each material and the different hydraulic interaction mechanisms (suctione levels) significantly affected the values of <i>k<sub>s</sub></i> and <i>k<sub>u</sub></i> and the coupling between the pore domains and the defined water regime. Additionally, a lower impact was observed in the data set exposed to higher percentages of Fe<sub>2</sub>O<sub>3</sub> and CaCO<sub>3</sub> in different suction ranges, mainly due to a tension effect (meniscus) generated by suction in the granular skeleton. Since both parameters are mutually correlated and have a similar impact between methods and soil cores, <i>k<sub>s</sub></i> and <i>k<sub>u</sub></i> must be optimized simultaneously in each mechanism analyzed. The main findings of this work result in the confirmation that the unsaturated permeability decreases as suction is imposed on the sample. As well as the addition of different materials with Particle Size Distribution finer than the base sample, it also reveals a reduction in hydraulic conductivity, both saturated and unsaturated.
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spelling doaj.art-1332200e7bb64f5189a03d1b6cc2badb2023-11-23T14:52:23ZengMDPI AGApplied Sciences2076-34172022-09-011218905810.3390/app12189058Unsaturated Hydraulic Conductivity in Composite Porous MediaJhan Piero Rojas0Juan Carlos Ruge1Gustavo Adolfo Carrillo2Facultad de Ingeniería, Universidad Francisco de Paula Santander, Cúcuta 540003, ColombiaPrograma de Ingeniería Civil, Facultad de Ingeniería, Universidad Militar Nueva Granada, Bogotá 111071, ColombiaFacultad de Ingeniería, Universidad Francisco de Paula Santander, Cúcuta 540003, ColombiaDetermining the constitutive properties that describe the incipient hydraulic behavior of the materials, including the matrix domains and the distribution of macro and micropores, is crucial to analyzing the preferential water flow in saturated soils, <i>k<sub>s</sub></i>, and unsaturated, <i>k<sub>u</sub></i>. This study focused on determining the hydraulic conductivity in porous media under total and partial saturation conditions. The infiltration characteristics of three reconstituted soils were evaluated using five suction ranges employing conventional permeameters, an automated dual system, and mini-disk infiltrometers. The experimental cycles were carried out in granular soils with mixtures of diatomaceous soils, iron oxide (Fe<sub>2</sub>O<sub>3</sub>), and calcium carbonate (CaCO<sub>3</sub>) in 5–40% proportions. The differences between the granular microstructures of each material and the different hydraulic interaction mechanisms (suctione levels) significantly affected the values of <i>k<sub>s</sub></i> and <i>k<sub>u</sub></i> and the coupling between the pore domains and the defined water regime. Additionally, a lower impact was observed in the data set exposed to higher percentages of Fe<sub>2</sub>O<sub>3</sub> and CaCO<sub>3</sub> in different suction ranges, mainly due to a tension effect (meniscus) generated by suction in the granular skeleton. Since both parameters are mutually correlated and have a similar impact between methods and soil cores, <i>k<sub>s</sub></i> and <i>k<sub>u</sub></i> must be optimized simultaneously in each mechanism analyzed. The main findings of this work result in the confirmation that the unsaturated permeability decreases as suction is imposed on the sample. As well as the addition of different materials with Particle Size Distribution finer than the base sample, it also reveals a reduction in hydraulic conductivity, both saturated and unsaturated.https://www.mdpi.com/2076-3417/12/18/9058unsaturated hydraulic conductivitypermeabilitysuctiondiatomaceous soils
spellingShingle Jhan Piero Rojas
Juan Carlos Ruge
Gustavo Adolfo Carrillo
Unsaturated Hydraulic Conductivity in Composite Porous Media
Applied Sciences
unsaturated hydraulic conductivity
permeability
suction
diatomaceous soils
title Unsaturated Hydraulic Conductivity in Composite Porous Media
title_full Unsaturated Hydraulic Conductivity in Composite Porous Media
title_fullStr Unsaturated Hydraulic Conductivity in Composite Porous Media
title_full_unstemmed Unsaturated Hydraulic Conductivity in Composite Porous Media
title_short Unsaturated Hydraulic Conductivity in Composite Porous Media
title_sort unsaturated hydraulic conductivity in composite porous media
topic unsaturated hydraulic conductivity
permeability
suction
diatomaceous soils
url https://www.mdpi.com/2076-3417/12/18/9058
work_keys_str_mv AT jhanpierorojas unsaturatedhydraulicconductivityincompositeporousmedia
AT juancarlosruge unsaturatedhydraulicconductivityincompositeporousmedia
AT gustavoadolfocarrillo unsaturatedhydraulicconductivityincompositeporousmedia