Slopes with cemented berms - Numerical models in PLAXIS2D
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| Formato: | Recurso digital |
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2025
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| _version_ | 1866902248213184512 |
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| author | Ribeiro, Leonardo Midão, Celso Rios, Sara |
| author_facet | Ribeiro, Leonardo Midão, Celso Rios, Sara |
| contents | <p>This folder comprises finite element numerical models built in PLAXIS 2D (R) using CASM (Clay and Sand Model) and Mohr-Coulomb constitutive models, in drained and undrained conditions. As mentioned in the Read me file the model comprises drained and undrained analyses. </p> <p>Drained: Following the main branch of the phasing, a drained analysis is made by raising the model by 5m with the Mohr-Coulomb constitutive model and having an additional phase to switch this new cluster into CASM.</p> <p>Undrained: For each 5m raising, a branch phase with the materials in undrained conditions is made. Although the 30m phase was able to reach the end of the calculations, it showed such great displacements that a failure can be assumed.</p> |
| format | Recurso digital |
| id | zenodo_https___doi_org_10_5281_zenodo_15097464 |
| institution | Zenodo |
| language | |
| publishDate | 2025 |
| publisher | Zenodo |
| record_format | zenodo |
| spellingShingle | Slopes with cemented berms - Numerical models in PLAXIS2D Ribeiro, Leonardo Midão, Celso Rios, Sara PLAXIS2D slope stability CASM cemented materials <p>This folder comprises finite element numerical models built in PLAXIS 2D (R) using CASM (Clay and Sand Model) and Mohr-Coulomb constitutive models, in drained and undrained conditions. As mentioned in the Read me file the model comprises drained and undrained analyses. </p> <p>Drained: Following the main branch of the phasing, a drained analysis is made by raising the model by 5m with the Mohr-Coulomb constitutive model and having an additional phase to switch this new cluster into CASM.</p> <p>Undrained: For each 5m raising, a branch phase with the materials in undrained conditions is made. Although the 30m phase was able to reach the end of the calculations, it showed such great displacements that a failure can be assumed.</p> |
| title | Slopes with cemented berms - Numerical models in PLAXIS2D |
| topic | PLAXIS2D slope stability CASM cemented materials |
| url | https://doi.org/10.5281/zenodo.15097464 |