Email this article Inclination Factors for Strip Footings on Non-Homogeneous Clay
- Authors: Ouahab M.Y.1, Mabrouki A.1, Mellas M.1, Benmeddour D.1
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Affiliations:
- LRGC Civil Engineering Research Laboratory, Biskra University
- Issue: Vol 54, No 3 (2017)
- Pages: 155-160
- Section: Soil Mechanics
- URL: https://journals.rcsi.science/0038-0741/article/view/244099
- DOI: https://doi.org/10.1007/s11204-017-9450-8
- ID: 244099
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Abstract
In offshore industry, foundations are subjected to vertical and horizontal loads due to the self-weight and wind or wave forces, and they are founded on non-homogeneous deposits where the strength increases with depth. This paper aims to evaluate the inclination factor through the study of the undrained bearing capacity of strip footings on non-homogeneous clay under inclined loading. An expression of the inclination factor is proposed.
About the authors
M. Y. Ouahab
LRGC Civil Engineering Research Laboratory, Biskra University
Email: smfe@mail.ru
Algeria, Biskra
A. Mabrouki
LRGC Civil Engineering Research Laboratory, Biskra University
Email: smfe@mail.ru
Algeria, Biskra
M. Mellas
LRGC Civil Engineering Research Laboratory, Biskra University
Email: smfe@mail.ru
Algeria, Biskra
D. Benmeddour
LRGC Civil Engineering Research Laboratory, Biskra University
Email: smfe@mail.ru
Algeria, Biskra
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