3D numerical simulation of seismic failure of concrete gravity dams considering base sliding

The sliding of dam base along dam-foundation rock interface during earthquake excitation can decrease the earthquake response of the dam. The present study reveals a numerical simulation of the seismic failure response for Oued Fodda concrete gravity dam, located in northwest of Algeria, considering...

Full description

Bibliographic Details
Main Authors: DJAMEL Ouzandja, MOKHTAR Messaad
Format: Article
Language:English
Published: Sciendo 2022-06-01
Series:Modelling in Civil Environmental Engineering
Subjects:
Online Access:https://doi.org/10.2478/mmce-2022-0010