Undrained Bearing Capacity of Strip Footings Under Inclined Load on Non-homogeneous Clay Underlain by a Rough Rigid Base

This paper aims to study the undrained bearing capacity of strip footings under inclined load on clay with linear increase of cohesion with depth underlain by a rigid base. The elasto-plastic finite element analyses through PLAXIS 2D 2012 code are carried out for rough footings. The results are pres...

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Veröffentlicht in:	Geotechnical and geological engineering 2020-04, Vol.38 (2), p.1733-1745
Hauptverfasser:	Ouahab, Mohamed Younes, Mabrouki, Abdelhak, Frank, Roger, Mellas, Mekki, Benmeddour, Djamel
Format:	Artikel
Sprache:	eng
Schlagworte:	Bearing capacity Civil Engineering Clay Earth and Environmental Science Earth Sciences Finite element method Footings Geotechnical Engineering & Applied Earth Sciences Hydrogeology Inclination Mechanics Mechanics of materials Original Paper Physics Strip Terrestrial Pollution Two dimensional analysis Waste Management/Waste Technology
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