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Three-dimensional elasto-plastic analysis for the undrained capacity of ring and circular footings embedded in heterogeneous clay
by
Hamlaoui, Skander
,
Messameh, Abdelhamid
,
Mabrouki, Abdelhak
,
Bougouffa, Imene
,
Bouaicha, Alaoua
Published in
Transportation infrastructure geotechnology
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Transportation Infrastructure Geotechnology
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Bearing Capacity
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Building Materials
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Eccentric Loads
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Elastoplasticity
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Engineering
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Finite Difference Method
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Footings
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Geoengineering
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Geometry
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Geotechnical Engineering & Applied Earth Sciences
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Geotechnology
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Heterogeneous Cohesive Soil
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