Inclination Factors for Strip Footings on Non-Homogeneous Clay


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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.

作者简介

M. Ouahab

LRGC Civil Engineering Research Laboratory, Biskra University

Email: smfe@mail.ru
阿尔及利亚, Biskra

A. Mabrouki

LRGC Civil Engineering Research Laboratory, Biskra University

Email: smfe@mail.ru
阿尔及利亚, Biskra

M. Mellas

LRGC Civil Engineering Research Laboratory, Biskra University

Email: smfe@mail.ru
阿尔及利亚, Biskra

D. Benmeddour

LRGC Civil Engineering Research Laboratory, Biskra University

Email: smfe@mail.ru
阿尔及利亚, Biskra

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