Three-Dimensional Non-Linear Analysis based on the Temporal Evolution of an RCC Dam Including the Alluvium Effect

Three-Dimensional Non-Linear Analysis based on the Temporal Evolution of an RCC Dam Including the Alluvium Effect

This article discusses the seismic response of roller-compacted concrete dams by interpreting their behaviour under the effect of static and dynamic loads applied to a real case study: the Boussiaba dam. A three-dimensional finite element numerical modelling was undertaken using the Midas GTS- NX 20...

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Bibliographic Details
Main Authors: Mustapha ADJADJ, Yaaqoub ALIOUCHE, Mohamed MEKSAOUINE
Format: Article
Language:English
Published: VSB-Technical University of Ostrava 2021-03-01
Series:GeoScience Engineering
Subjects:
dynamic
finite elements
midas gtsnx
rcc dam
three-dimensional
Online Access:http://gse.vsb.cz/ojs/index.php/GSE/article/view/329/224

Internet

http://gse.vsb.cz/ojs/index.php/GSE/article/view/329/224

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