Modelling of soil-water retention curve considering the effects of existing salt solution in the pore fluid

Soil-water retention curve (SWRC) has a wide application in geoenvironmental engineering from the predication of unsaturated shear strength to transient two-phase flow and stability analyses. Although various SWRC models have been proposed to take into account some influencing factors, less attentio...

Full description

Bibliographic Details
Main Authors: Sadeghi Hamed, Golaghaei Darzi Ali
Format: Article
Language:English
Published: EDP Sciences 2021-01-01
Series:MATEC Web of Conferences
Online Access:https://www.matec-conferences.org/articles/matecconf/pdf/2021/06/matecconf_PanAm-Unsat2021_02001.pdf
_version_ 1818596998820921344
author Sadeghi Hamed
Golaghaei Darzi Ali
author_facet Sadeghi Hamed
Golaghaei Darzi Ali
author_sort Sadeghi Hamed
collection DOAJ
description Soil-water retention curve (SWRC) has a wide application in geoenvironmental engineering from the predication of unsaturated shear strength to transient two-phase flow and stability analyses. Although various SWRC models have been proposed to take into account some influencing factors, less attention has been given to consider the effects of pore fluid osmotic potential. Therefore, the key objective of this study is to extend van Genchten’s model so that osmotic potential is considered as an independent factor governing the SWRC behavior. The new model comprises only six variables, which can be calibrated through minimal experimental measurements. More importantly, most of the model parameters have physical meaning by correlating macroscopic volumetric behavior and general trends of SWRC to osmotic potential. The results of validation tests revealed that the new osmotic-dependent SWRC model can predict the retention data in terms of both total and matric suction for two different soils and various molar concentrations very good. The proposed modeling approach does not require any advanced mercury intrusion porosimetry (MIP) tests, yet it can deliver excellent predictions by calibrating only six parameters which are far less than those incorporated into similar models for saline water permeating through the pore structure.
first_indexed 2024-12-16T11:40:49Z
format Article
id doaj.art-f8cad6540e7141fcabed66ba66169b47
institution Directory Open Access Journal
issn 2261-236X
language English
last_indexed 2024-12-16T11:40:49Z
publishDate 2021-01-01
publisher EDP Sciences
record_format Article
series MATEC Web of Conferences
spelling doaj.art-f8cad6540e7141fcabed66ba66169b472022-12-21T22:32:57ZengEDP SciencesMATEC Web of Conferences2261-236X2021-01-013370200110.1051/matecconf/202133702001matecconf_PanAm-Unsat2021_02001Modelling of soil-water retention curve considering the effects of existing salt solution in the pore fluidSadeghi Hamed0Golaghaei Darzi Ali1Assistant Professor, Department of Civil Engineering, Sharif University of TechnologyM.Sc. Student, Department of Civil Engineering, Sharif University of TechnologySoil-water retention curve (SWRC) has a wide application in geoenvironmental engineering from the predication of unsaturated shear strength to transient two-phase flow and stability analyses. Although various SWRC models have been proposed to take into account some influencing factors, less attention has been given to consider the effects of pore fluid osmotic potential. Therefore, the key objective of this study is to extend van Genchten’s model so that osmotic potential is considered as an independent factor governing the SWRC behavior. The new model comprises only six variables, which can be calibrated through minimal experimental measurements. More importantly, most of the model parameters have physical meaning by correlating macroscopic volumetric behavior and general trends of SWRC to osmotic potential. The results of validation tests revealed that the new osmotic-dependent SWRC model can predict the retention data in terms of both total and matric suction for two different soils and various molar concentrations very good. The proposed modeling approach does not require any advanced mercury intrusion porosimetry (MIP) tests, yet it can deliver excellent predictions by calibrating only six parameters which are far less than those incorporated into similar models for saline water permeating through the pore structure.https://www.matec-conferences.org/articles/matecconf/pdf/2021/06/matecconf_PanAm-Unsat2021_02001.pdf
spellingShingle Sadeghi Hamed
Golaghaei Darzi Ali
Modelling of soil-water retention curve considering the effects of existing salt solution in the pore fluid
MATEC Web of Conferences
title Modelling of soil-water retention curve considering the effects of existing salt solution in the pore fluid
title_full Modelling of soil-water retention curve considering the effects of existing salt solution in the pore fluid
title_fullStr Modelling of soil-water retention curve considering the effects of existing salt solution in the pore fluid
title_full_unstemmed Modelling of soil-water retention curve considering the effects of existing salt solution in the pore fluid
title_short Modelling of soil-water retention curve considering the effects of existing salt solution in the pore fluid
title_sort modelling of soil water retention curve considering the effects of existing salt solution in the pore fluid
url https://www.matec-conferences.org/articles/matecconf/pdf/2021/06/matecconf_PanAm-Unsat2021_02001.pdf
work_keys_str_mv AT sadeghihamed modellingofsoilwaterretentioncurveconsideringtheeffectsofexistingsaltsolutionintheporefluid
AT golaghaeidarziali modellingofsoilwaterretentioncurveconsideringtheeffectsofexistingsaltsolutionintheporefluid