Impact of Gap-Graded Soil Geometrical Characteristics on Soil Response to Suffusion

The phenomenon of fine particle migration through the voids of the granule skeleton under the seepage force is called suffusion. Relative density, original fine particle content, and gap ratio are thought to play vital roles in the suffusion process. This paper investigates the effect of geometrical...

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Main Authors: Chen Dong, Mahdi M. Disfani
Format: Article
Language:English
Published: MDPI AG 2024-03-01
Series:Geotechnics
Subjects:
Online Access:https://www.mdpi.com/2673-7094/4/1/18
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author Chen Dong
Mahdi M. Disfani
author_facet Chen Dong
Mahdi M. Disfani
author_sort Chen Dong
collection DOAJ
description The phenomenon of fine particle migration through the voids of the granule skeleton under the seepage force is called suffusion. Relative density, original fine particle content, and gap ratio are thought to play vital roles in the suffusion process. This paper investigates the effect of geometrical characteristics (i.e., original fine particle content, gap ratio, and relative density) on soil structure and mechanical performance (i.e., small strain shear modulus) using the bender element method technique. The small strain shear modulus (G<sub>0</sub>) is used as a mechanical parameter to evaluate the shear stress transmission of the soil structure along with the erosion process. The comparison between erosion percentage and vertical strain change suggests the alteration in soil fabric after soil erosion. The G<sub>0</sub> monitoring results show that packings with a higher original fine particle content have a lower G<sub>0</sub> value, whereas the gap ratio and relative density present a positive relationship with G<sub>0</sub>.
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spelling doaj.art-ede9dbbe6c5f4f66b2f4078637d6d0952024-03-27T13:43:32ZengMDPI AGGeotechnics2673-70942024-03-014133734910.3390/geotechnics4010018Impact of Gap-Graded Soil Geometrical Characteristics on Soil Response to SuffusionChen Dong0Mahdi M. Disfani1Department of Infrastructure Engineering, The University of Melbourne, Melbourne 3010, AustraliaDepartment of Infrastructure Engineering, The University of Melbourne, Melbourne 3010, AustraliaThe phenomenon of fine particle migration through the voids of the granule skeleton under the seepage force is called suffusion. Relative density, original fine particle content, and gap ratio are thought to play vital roles in the suffusion process. This paper investigates the effect of geometrical characteristics (i.e., original fine particle content, gap ratio, and relative density) on soil structure and mechanical performance (i.e., small strain shear modulus) using the bender element method technique. The small strain shear modulus (G<sub>0</sub>) is used as a mechanical parameter to evaluate the shear stress transmission of the soil structure along with the erosion process. The comparison between erosion percentage and vertical strain change suggests the alteration in soil fabric after soil erosion. The G<sub>0</sub> monitoring results show that packings with a higher original fine particle content have a lower G<sub>0</sub> value, whereas the gap ratio and relative density present a positive relationship with G<sub>0</sub>.https://www.mdpi.com/2673-7094/4/1/18suffusiongap-graded soilfine particle contentgap ratiorelative density
spellingShingle Chen Dong
Mahdi M. Disfani
Impact of Gap-Graded Soil Geometrical Characteristics on Soil Response to Suffusion
Geotechnics
suffusion
gap-graded soil
fine particle content
gap ratio
relative density
title Impact of Gap-Graded Soil Geometrical Characteristics on Soil Response to Suffusion
title_full Impact of Gap-Graded Soil Geometrical Characteristics on Soil Response to Suffusion
title_fullStr Impact of Gap-Graded Soil Geometrical Characteristics on Soil Response to Suffusion
title_full_unstemmed Impact of Gap-Graded Soil Geometrical Characteristics on Soil Response to Suffusion
title_short Impact of Gap-Graded Soil Geometrical Characteristics on Soil Response to Suffusion
title_sort impact of gap graded soil geometrical characteristics on soil response to suffusion
topic suffusion
gap-graded soil
fine particle content
gap ratio
relative density
url https://www.mdpi.com/2673-7094/4/1/18
work_keys_str_mv AT chendong impactofgapgradedsoilgeometricalcharacteristicsonsoilresponsetosuffusion
AT mahdimdisfani impactofgapgradedsoilgeometricalcharacteristicsonsoilresponsetosuffusion