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Numerical study of the influence of foundation compressibility and reinforcement stiffness on the behaviour of reinforced soil walls

Autor
Damians, I.P.; Bathurst, R.J.; Josa, A.; Lloret, A.
Tipus d'activitat
Article en revista
Revista
International journal of geotechnical engineering
Data de publicació
2014-07-01
Volum
8
Número
3
Pàgina inicial
247
Pàgina final
259
DOI
https://doi.org/10.1179/1939787913Y.0000000039 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/23495 Obrir en finestra nova
URL
http://www.maneyonline.com/doi/abs/10.1179/1939787913Y.0000000039 Obrir en finestra nova
Resum
Most geosynthetic and metallic reinforced soil walls are designed assuming that the wall foundation is rigid and/or does not influence the magnitude and distribution of reinforcement loads under operational conditions. This assumption may not apply to walls constructed over compliant (compressible) foundations. This paper describes the results of a series of numerical simulations that were carried out on idealized 3·6, 6, and 9 m-high modular block walls seated on foundations having four differ...
Citació
Damians, I.P. [et al.]. Numerical study of the influence of foundation compressibility and reinforcement stiffness on the behaviour of reinforced soil walls. "International journal of geotechnical engineering", 01 Juliol 2014, vol. 8, núm. 3, p. 247-259.
Paraules clau
Foundation compressibility, Numerical modeling, Reinforced soil walls, Reinforcement stiffness
Grup de recerca
MECMAT - Grup de Geotècnia i Mecànica de Materials
MSR - Mecànica del Sòls i de les Roques

Participants