Impact Of Underground Cavity on A Strip Footing at The Edge of a Cohesionless Slope and Subjected to Eccentric Load

Owing to the comeback of small-scale models, this paper presents results of an experimental study based on the effect of underground circular voids on strip footing placed on the edge of a cohesionless slope and subjected to eccentric loads. The bearing capacity-settlement relationship of footing o...

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Bibliographic Details
Published in:Proceedings of the International Conference of Contemporary Affairs in Architecture and Urbanism-ICCAUA
Main Authors: Tarek Mansouri, Abderahmane Benabid, Mohamed Saadi, Amar Cherif Benaicha
Format: Article
Language:English
Published: Alanya Üniversitesi 2022-05-01
Subjects:
Strip footing
Eccentric load
Slope
Underground void
Bearing capacity
Online Access:https://journal.iccaua.com/jiccaua/article/view/90

Internet

https://journal.iccaua.com/jiccaua/article/view/90

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