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https://hdl.handle.net/10216/96526| Author(s): | Castorina Silva Vieira Maria de Lurdes Lopes Laura M. Caldeira |
| Title: | A numerical study on the seismic response of a geosynthetic reinforced soil slope |
| Issue Date: | 2007 |
| Abstract: | In this work the two-dimensional finite difference program Fast Lagrangian Analysis of Continua (FLAC) was used to model the seismic response of a geosynthetic reinforced steep slope. The paper presents a study that was carried out to analyze the influence of boundary conditions and input motion. The permanent displacements of the slope face and reinforcement tensile forces are analyzed and compared. (c) CIMNE, 2007. |
| Subject: | Engenharia civil Civil engineering |
| Scientific areas: | Ciências da engenharia e tecnologias::Engenharia civil Engineering and technology::Civil engineering |
| URI: | https://hdl.handle.net/10216/96526 |
| Source: | Computational Plasticity - Fundamentals and Applications, COMPLAS IX |
| Document Type: | Artigo em Livro de Atas de Conferência Internacional |
| Rights: | restrictedAccess |
| Appears in Collections: | FEUP - Artigo em Livro de Atas de Conferência Internacional |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| 61597.pdf Restricted Access | 87.31 kB | Adobe PDF | View/Open |
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