Implementation of the c-phi reduction procedure in Cast3M code for calculating the stability of retaining walls in the layered backfill with strength parameters reduction by elasto-plastic finite element analysis using fields data
This paper presents an implementation of the c-phi reduction procedure in the finite element code Cast3M. This procedure is first validated on a simple example of bearing capacity of a strip footing and then used to evaluate the stability factor of a geotechnical structure composed of two levels of...
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Académie des sciences
2023-12-01
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Series: | Comptes Rendus. Mécanique |
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Online Access: | https://comptes-rendus.academie-sciences.fr/mecanique/articles/10.5802/crmeca.230/ |
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author | Ambassa, Zoa Amba, Jean Chills Tamaskovics, Nandor |
author_facet | Ambassa, Zoa Amba, Jean Chills Tamaskovics, Nandor |
author_sort | Ambassa, Zoa |
collection | DOAJ |
description | This paper presents an implementation of the c-phi reduction procedure in the finite element code Cast3M. This procedure is first validated on a simple example of bearing capacity of a strip footing and then used to evaluate the stability factor of a geotechnical structure composed of two levels of backfill retained by two retaining walls, with a road built on the top of the second backfill. The results of the c-phi reduction procedure for the construction of first and second backfill are also compared to other analysis methods classically used in geotechnics and to the results of finite element calculations. |
format | Article |
id | doaj-art-7b1ab70919304f04b9f93536ab42258e |
institution | Kabale University |
issn | 1873-7234 |
language | English |
publishDate | 2023-12-01 |
publisher | Académie des sciences |
record_format | Article |
series | Comptes Rendus. Mécanique |
spelling | doaj-art-7b1ab70919304f04b9f93536ab42258e2025-02-07T13:47:15ZengAcadémie des sciencesComptes Rendus. Mécanique1873-72342023-12-01351G248552310.5802/crmeca.23010.5802/crmeca.230Implementation of the c-phi reduction procedure in Cast3M code for calculating the stability of retaining walls in the layered backfill with strength parameters reduction by elasto-plastic finite element analysis using fields dataAmbassa, Zoa0https://orcid.org/0000-0002-0359-695XAmba, Jean Chills1https://orcid.org/0000-0002-5801-1349Tamaskovics, Nandor2Department of Civil Engineering, National Higher Polytechnic School of Douala, University of Douala, Cameroon; Laboratory of Energy Modeling Materials and Methods (E3M), National Higher Polytechnic School of Douala, University of Douala, P.O. Box: 2701 Douala, CameroonDepartment of Civil Engineering, National Higher Polytechnic School of Douala, University of Douala, Cameroon; Laboratory of Energy Modeling Materials and Methods (E3M), National Higher Polytechnic School of Douala, University of Douala, P.O. Box: 2701 Douala, CameroonTU Bergakademie Freiberg, Geotechnical Institute, Chair of Soil Mechanics and Ground Engineering, Gustav-Zeuner-Straße 1/Room 014/Rom 016, GermanyThis paper presents an implementation of the c-phi reduction procedure in the finite element code Cast3M. This procedure is first validated on a simple example of bearing capacity of a strip footing and then used to evaluate the stability factor of a geotechnical structure composed of two levels of backfill retained by two retaining walls, with a road built on the top of the second backfill. The results of the c-phi reduction procedure for the construction of first and second backfill are also compared to other analysis methods classically used in geotechnics and to the results of finite element calculations.https://comptes-rendus.academie-sciences.fr/mecanique/articles/10.5802/crmeca.230/ImplementationC-phi reduction procedureCode Cast3MStability factorGeotechnical structureFinite element calculations |
spellingShingle | Ambassa, Zoa Amba, Jean Chills Tamaskovics, Nandor Implementation of the c-phi reduction procedure in Cast3M code for calculating the stability of retaining walls in the layered backfill with strength parameters reduction by elasto-plastic finite element analysis using fields data Comptes Rendus. Mécanique Implementation C-phi reduction procedure Code Cast3M Stability factor Geotechnical structure Finite element calculations |
title | Implementation of the c-phi reduction procedure in Cast3M code for calculating the stability of retaining walls in the layered backfill with strength parameters reduction by elasto-plastic finite element analysis using fields data |
title_full | Implementation of the c-phi reduction procedure in Cast3M code for calculating the stability of retaining walls in the layered backfill with strength parameters reduction by elasto-plastic finite element analysis using fields data |
title_fullStr | Implementation of the c-phi reduction procedure in Cast3M code for calculating the stability of retaining walls in the layered backfill with strength parameters reduction by elasto-plastic finite element analysis using fields data |
title_full_unstemmed | Implementation of the c-phi reduction procedure in Cast3M code for calculating the stability of retaining walls in the layered backfill with strength parameters reduction by elasto-plastic finite element analysis using fields data |
title_short | Implementation of the c-phi reduction procedure in Cast3M code for calculating the stability of retaining walls in the layered backfill with strength parameters reduction by elasto-plastic finite element analysis using fields data |
title_sort | implementation of the c phi reduction procedure in cast3m code for calculating the stability of retaining walls in the layered backfill with strength parameters reduction by elasto plastic finite element analysis using fields data |
topic | Implementation C-phi reduction procedure Code Cast3M Stability factor Geotechnical structure Finite element calculations |
url | https://comptes-rendus.academie-sciences.fr/mecanique/articles/10.5802/crmeca.230/ |
work_keys_str_mv | AT ambassazoa implementationofthecphireductionprocedureincast3mcodeforcalculatingthestabilityofretainingwallsinthelayeredbackfillwithstrengthparametersreductionbyelastoplasticfiniteelementanalysisusingfieldsdata AT ambajeanchills implementationofthecphireductionprocedureincast3mcodeforcalculatingthestabilityofretainingwallsinthelayeredbackfillwithstrengthparametersreductionbyelastoplasticfiniteelementanalysisusingfieldsdata AT tamaskovicsnandor implementationofthecphireductionprocedureincast3mcodeforcalculatingthestabilityofretainingwallsinthelayeredbackfillwithstrengthparametersreductionbyelastoplasticfiniteelementanalysisusingfieldsdata |