Insights on the numerical modelling of geosynthetic reinforced soil walls including varying atmospheric conditions

Plenty of numerical models aimed to simulate and predict the stress-strain response of geosynthetic reinforced soil walls can be found in the literature, most of which are focused on the mechanical response. Geosynthetic materials have proven to have a time-, load-, temperature-, and, to some extent, moisture-dependent response. Thus, it seems natural to study thermal and hydraulic dependencies in numerical models. The present work details numerical models focused on mechanical and thermo-hydraulic responses. When appropriate, variable atmospheric boundary conditions, including temperature, relative humidity, and precipitation records are used. Constitutive models for reinforcement materials with temperature and moisture dependencies are explored. Mechanical simulations are compared with analytical design methods. Conclusions include comments and suggestion of the overall numerical modelling of reinforced soil walls.

Publication Details

Journal
Springer Link (Chiba Institute of Technology)
Published
2025-11-14
DOI
https://doi.org/10.1051/e3sconf/202566202002/pdf
Primary Topic
Geotechnical Engineering and Soil Stabilization
Type
article
Field-Weighted Citation Impact
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article

Insights on the numerical modelling of geosynthetic reinforced soil walls including varying atmospheric conditions

Springer Link (Chiba Institute of Technology)
Geotechnical Engineering and Soil Stabilization
article

Insights on the numerical modelling of geosynthetic reinforced soil walls including varying atmospheric conditions

article en

Abstract

Plenty of numerical models aimed to simulate and predict the stress-strain response of geosynthetic reinforced soil walls can be found in the literature, most of which are focused on the mechanical response. Geosynthetic materials have proven to have a time-, load-, temperature-, and, to some extent, moisture-dependent response. Thus, it seems natural to study thermal and hydraulic dependencies in numerical models. The present work details numerical models focused on mechanical and thermo-hydraulic responses. When appropriate, variable atmospheric boundary conditions, including temperature, relative humidity, and precipitation records are used. Constitutive models for reinforcement materials with temperature and moisture dependencies are explored. Mechanical simulations are compared with analytical design methods. Conclusions include comments and suggestion of the overall numerical modelling of reinforced soil walls.

Springer Link (Chiba Institute of Technology)
Openalex Percentile: Top 46%
Geotechnical Engineering and Soil Stabilization
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