Contribution to probabilistic modeling of soil geo-mechanical properties for structural reliability analysis of buried pipes and foundations

This present study synthesizes a numerical approach to optimize foundation systems design and underground pipes based on the combination of elastoplastic soil behavior and probabilistic modeling of its geo-mechanical characteristics. Also, this work allows quantifying the effects of soil spatial var...

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Bibliographic Details
Main Authors: Nabil KAZI TANI, Djamel NEDJAR, Tawfik TAMINE, Mabrouk HAMANE
Format: Article
Language:English
Published: Mouloud Mammeri University of Tizi-Ouzou 2019-08-01
Series:Journal of Materials and Engineering Structures
Subjects:
Online Access:http://revue.ummto.dz/index.php/JMES/article/view/1852