Numerical Modeling of the Ultimate Bearing Capacity of Strip Footings on Reinforced Sand Layer Overlying Clay with Voids

Numerical Modeling of the Ultimate Bearing Capacity of Strip Footings on Reinforced Sand Layer Overlying Clay with Voids

The presence of underground voids within a failure zone usually results in a reduction in the bearing capacity of footings. This paper presents results for the ultimate bearing capacity ratio, qu/γB, of a strip footing on top of a sand layer overlying a clay layer with voids, with and without the pl...

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Bibliographic Details
Main Authors: Walid Chaabani, Mohamed Saddek Remadna, Murad Abu-Farsakh
Format: Article
Language:English
Published: MDPI AG 2022-12-01
Series:Infrastructures
Subjects:
bearing capacity
sand overlying clay
strip footings
reinforced soils
void
Online Access:https://www.mdpi.com/2412-3811/8/1/3

Internet

https://www.mdpi.com/2412-3811/8/1/3

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