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Cited article:

Numerical Investigation Study on the Performance of Strip Footing Under Eccentric Loading Condition Embedded in Nonhomogeneous Clay Soils

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Indian Geotechnical Journal 55 (2) 690 (2025)
https://doi.org/10.1007/s40098-024-01006-4

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

Mohamed Younes Ouahab, Abdelhak Mabrouki, Roger Frank, Mekki Mellas and Djamel Benmeddour
Geotechnical and Geological Engineering 38 (2) 1733 (2020)
https://doi.org/10.1007/s10706-019-01127-1

Effect of Load Eccentricity on the Bearing Capacity of Strip Footings on Non-homogenous Clay Overlying Bedrock

Mohamed Younes Ouahab, Abdelhak Mabrouki, Mekki Mellas and Djamel Benmeddour
Transportation Infrastructure Geotechnology 5 (2) 169 (2018)
https://doi.org/10.1007/s40515-018-0055-0

Bifurcation modeling in geomaterials: From the second‐order work criterion to spectral analyses

F. Prunier, F. Laouafa, S. Lignon and F. Darve
International Journal for Numerical and Analytical Methods in Geomechanics 33 (9) 1169 (2009)
https://doi.org/10.1002/nag.762

A macro-element to simulate 3D soil–structure interaction considering plasticity and uplift

Stéphane Grange, Panagiotis Kotronis and Jacky Mazars
International Journal of Solids and Structures 46 (20) 3651 (2009)
https://doi.org/10.1016/j.ijsolstr.2009.06.015

A macro‐element for a circular foundation to simulate 3D soil–structure interaction

S. Grange, P. Kotronis and J. Mazars
International Journal for Numerical and Analytical Methods in Geomechanics 32 (10) 1205 (2008)
https://doi.org/10.1002/nag.664

Cyclic macro‐element for soil–structure interaction: material and geometrical non‐linearities

Cécile Cremer, Alain Pecker and Luc Davenne
International Journal for Numerical and Analytical Methods in Geomechanics 25 (13) 1257 (2001)
https://doi.org/10.1002/nag.175