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Numerical Modelling of Piles Group Under Seismic Loading in Cohesive Soils : Inclination Effect

Hage, C-F. ; Bachir, D.

The system piles-foundation is widely used to ensure the stability of structures when subjected to seismic excitation. The analysis of the seismic response of soil-pilest [...]

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Non Linear Global Numerical Modeling of Pile Group under Seismic Loading

CHEHADE, FADI HAGE ; BACHIR, DOUAA

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