A numerical study on the seismic response of a geosynthetic reinforced soil slope

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. Th...

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Bibliographic Details
Main Author: Castorina Silva Vieira (author)
Other Authors: Maria de Lurdes Lopes (author), Laura M. Caldeira (author)
Format: book
Language:eng
Published: 2007
Subjects:
Engenharia civil
Civil engineering
Online Access:https://hdl.handle.net/10216/96526
Country:Portugal
Oai:oai:repositorio-aberto.up.pt:10216/96526

Internet

https://hdl.handle.net/10216/96526

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