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

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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

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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

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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

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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