Behaviour of eccentrically inclined loaded rectangular foundation on reinforced sand

This study presents the behaviour of model footing resting over unreinforced and reinforced sand bed under different loading conditions carried out experimentally. The parameters investigated in this study includes the number of reinforced layers (N = 0, 1, 2, 3, 4), embedment ratio (Df/B = 0, 0.5,...

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Bibliographic Details
Main Authors: Gupta Sujata, Mital Anupam
Format: Article
Language:English
Published: Sciendo 2021-06-01
Series:Studia Geotechnica et Mechanica
Subjects:
Online Access:https://doi.org/10.2478/sgem-2021-0003