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Numerical study of geosynthetic-reinforced soil retaining walls with continuous facing panel

Title
Numerical study of geosynthetic-reinforced soil retaining walls with continuous facing panel
Type
Article in International Conference Proceedings Book
Year
2005
Authors
Maria de Lurdes Lopes
(Author)
FEUP
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Laura Caldeira
(Author)
Other
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Conference proceedings International
Pages: 597-604
6th International Conference on Ground Improvement Techniques
Coimbra, Portugal, , 18-19 July 2005
Scientific classification
FOS: Engineering and technology > Civil engineering
Other information
Resumo (PT):
Abstract (EN): The results of a numerical study on the influence of some design parameters on the horizontal deformations and reinforcement tensile loads distribution of reinforced soil retaining walls with continuous facing panel are presented. The design parameters in this study include the restraining condition at the toe of the facing panel, the wall construction method and the wall height. The two-dimensional explicit dynamic finite difference program FLAC (Fast Lagrangian Analysis of Continua) was used. A preliminary analysis was made to confirm that FLAC gives similar results to those reported in the literature using finite elements methods. The study shows that the restraining condition at the toe of facing panel has great influence on the reinforcement tensile loads. The wall construction method influences the horizontal deformation of the wall and the reinforcement loads. The wall height has some influence on the horizontal deformation pattern and on the maximum reinforcement loads.
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 8
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