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dc.contributor.authorRahil, Randa Manel-
dc.contributor.authorSmahi, Souad-
dc.date.accessioned2024-03-03T13:18:24Z-
dc.date.available2024-03-03T13:18:24Z-
dc.date.issued2021-
dc.identifier.citationhttps://theses.univ-temouchent.edu.dz/opac_css/doc_num.php?explnum_id=3962en_US
dc.identifier.urihttp://dspace.univ-temouchent.edu.dz/handle/123456789/2804-
dc.description.abstractLandslide is a dangerous phenomenon that all countries of the world encounter, because of the damage produced by it, either human or material losses. Therefore, it is necessary to reduce this risk, take all precautions and make the best solutions. The movement of the soil must be known and also the appropriate method for stability. The range of slope stability is wide and difficult to work with. Therefore, in this work have the classic methods of calculating the safety factor as well as the numerical modeling with two programs (Geoslope 2012 and Plaxis) in different cases and different reinforcements. In our case is the slop of El-Amir Abdel kader in the state of Ain Temouchent.en_US
dc.titleModélisation de la stabilité d’une pente par Geoslopeen_US
Appears in Collections:Génie civil

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