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An experimental study on the compaction and collapsible behaviour of a flood defence embankment fill

Autor
El Mountassir, G.; Sánchez, M.; Romero, E.
Tipus d'activitat
Article en revista
Revista
Engineering geology
Data de publicació
2014-09
Volum
179
Pàgina inicial
132
Pàgina final
145
DOI
https://doi.org/10.1016/j.enggeo.2014.06.023 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/27491 Obrir en finestra nova
URL
http://www.sciencedirect.com/science/article/pii/S0013795214001562 Obrir en finestra nova
Resum
With renewed interest in the performance of flood embankments globally, it is important that the performance of fills in conditions similar to 'as-constructed' are scrutinised. The fill material investigated in this study was sampled from flood embankments located along the Bengawan Solo River in East Java, Indonesia. The recurrent history of overtopping and stability issues in these embankments provided the motivation for developing a better understanding of the behaviour of this compacted fill...
Citació
El Mountassir, G.; Sánchez, M.; Romero, E. An experimental study on the compaction and collapsible behaviour of a flood defence embankment fill. "Engineering geology", Setembre 2014, vol. 179, p. 132-145.
Paraules clau
CLAY SOIL, CONSOLIDATION, Collapse under wetting, EVOLUTION, Flood embankments, Irregular compaction curve, Laboratory tests, MICROSTRUCTURE, MODEL, PORE-SIZE DISTRIBUTION, SILT, STATES, SUCTION, WATER-RETENTION
Grup de recerca
MSR - Mecànica del Sòls i de les Roques

Participants