A generalized model of elastic foundation based on long-range interactions: Integral and fractional model

By Mario Di Paola, F. Marino, Massimiliano Zingales. 2009

64 citations recorded by the source corpus.

Subfields: Materials Chemistry, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/6ca195566f7ee68ff8eda85f1ad2b2a156b189e2

Citations in the corpus

• Settlement analysis of viscoelastic foundation under vertical line load using a fractional Kelvin-Voigt model (2012, unknown): “However, due to the complexity involved in obtaining the analytical solution, these fractional models have not been applied in the field of geotechnical engineering until recent years (Atanackovic and Stankovic 2004, Dikmen 2005, Liu et al. 2006, Paola et al. 2009, Zhu et al. 2011).”