A Discrete‐Element‐Based Pore‐Scale Hydromechanical Approach to Investigate the Hysteresis Effect on the Unsaturated At‐Rest Earth Pressure Coefficient

A Discrete‐Element‐Based Pore‐Scale Hydromechanical Approach to Investigate the Hysteresis Effect on the Unsaturated At‐Rest Earth Pressure Coefficient

ABSTRACT Accurate design of several geotechnical structures, such as retaining walls and piles, necessitates a thorough understanding of the dependence of earth pressure on various soil conditions. Designing resilient earth structures in a rapidly changing climate requires consideration of soil mois...

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Bibliographic Details
Main Authors: Hossein Ansari, Ghassem Habibagahi, Ehsan Nikooee
Format: Article
Language:English
Published: Wiley 2025-05-01
Series:Engineering Reports
Subjects:
coefficient of at‐rest pressure
discrete element method
drying–wetting cycle
pore network model
unsaturated oedometer test
Online Access:https://doi.org/10.1002/eng2.70180
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https://doi.org/10.1002/eng2.70180

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