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