Abstract
This paper focused on the development of a new non-linear macro-element for the modelling of soil-foundation interaction. Material and geometrical nonlinearities were taken into account in the present macro-element to examine the response of shallow foundations under monotonic and cyclic loads. An application of soil-foundation systems was studied. The results obtained from this application were in very favorable agreement with those obtained through other numerical models in the literature.
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Khebizi, M., Guenfoud, H., Guenfoud, M. (2019). Modelling of Material and Geometrical Nonlinearities of Footing by a New Non-Linear Macro-Element. In: Kallel, A., et al. Recent Advances in Geo-Environmental Engineering, Geomechanics and Geotechnics, and Geohazards. CAJG 2018. Advances in Science, Technology & Innovation. Springer, Cham. https://doi.org/10.1007/978-3-030-01665-4_74
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DOI: https://doi.org/10.1007/978-3-030-01665-4_74
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