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,...
Main Authors: | , |
---|---|
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 |