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Influence of facing vertical stiffness on reinforced soil wall design

Autor
Damians, I.P.; Bathurst, R.J.; Josa, A.; Lloret, A.
Tipus d'activitat
Presentació treball a congrés
Nom de l'edició
18th International Conference on Soil Mechanics and Geothecnical Engineering
Any de l'edició
2013
Data de presentació
2013-09-02
Llibre d'actes
18th International Conference on Soil Mechanics and Geotechnical Engineering (ICSMGE): challenges and innovations in geotechnics: Paris, France: september 2-6, 2013: proceedings
Pàgina inicial
1959
Pàgina final
1962
Repositori
http://hdl.handle.net/2117/22822 Obrir en finestra nova
URL
http://www.issmge2013.org/EN/events.php?IDManif=561&IDModule=71&IDRub=79 Obrir en finestra nova
Resum
Current design practices for reinforced soil walls typically ignore the influence of facing type and foundation compressibility on the magnitude and distribution of reinforcement loads in steel reinforced soil walls under operational conditions. In this paper, the effect of the facing vertical stiffness (due to elastomeric bearing pads placed in the horizontal joints between panels) on load capacity of steel reinforced soil walls is examined in a systematic manner using a numerical modelling app...
Citació
Damians, I.P. [et al.]. Influence of facing vertical stiffness on reinforced soil wall design. A: International Conference on Soil Mechanics and Geotechnical Engineering. "Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering". París: 2013, p. 1959-1962.
Paraules clau
facing panels, finite element modelling., reinforced soil retaining walls, steel strips
Grup de recerca
MECMAT - Mecànica de Materials
MSR - Mecànica del Sòls i de les Roques

Participants