Effect of eccentric loads on the behavior of circular footing with/without skirts resting on sand soil
Abstract The stability of circular footings under eccentric vertical loads is a significant problem in geotechnical engineering. Therefore, this paper shows the results of experimental tests carried out on an eccentrically loaded circular foundation on sand soil. The focus of this research is on exa...
Main Authors: | Ali M. Basha, Esraa A. Eldisouky |
---|---|
Format: | Article |
Language: | English |
Published: |
SpringerOpen
2023-09-01
|
Series: | International Journal of Geo-Engineering |
Subjects: | |
Online Access: | https://doi.org/10.1186/s40703-023-00192-z |
Similar Items
-
Bearing capacity of Skirt circular footing on sand
by: Amr Z. EL Wakil
Published: (2013-09-01) -
Bearing capacity and settlement of inclined skirted foundation resting on sand
by: Tamer AL-Shyoukhi, et al.
Published: (2023-12-01) -
Improving the bearing capacity of footing on soft clay with sand pile with/without skirts
by: Ashraf Kamal Nazir, et al.
Published: (2010-12-01) -
Settlement of Shallow Circular Foundations with Structural Skirts Resting on Sand
by: M.Y. Al-Aghbari
Published: (2007-12-01) -
Model studies of plus and double box shaped skirted footings resting on sand
by: Tammineni Gnananandarao, et al.
Published: (2020-02-01)