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Dynamic pile impedances for laterally–loaded piles using improved Tajimi and Winkler formulations (2016)
Journal Article
Anoyatis, G., & Lemnitzer, A. (2017). Dynamic pile impedances for laterally–loaded piles using improved Tajimi and Winkler formulations. Soil Dynamics and Earthquake Engineering, 92, 279-297. https://doi.org/10.1016/j.soildyn.2016.09.020

© 2016 Elsevier Ltd Lateral dynamic soil–pile interaction is investigated through an improved Tajimi type solution. The soil is treated as a continuum with hysteretic material damping as previously proposed by the authors, and the pile is modelled as... Read More about Dynamic pile impedances for laterally–loaded piles using improved Tajimi and Winkler formulations.

Soil reaction to lateral harmonic pile motion (2016)
Journal Article
Anoyatis, G., Mylonakis, G., & Lemnitzer, A. (2016). Soil reaction to lateral harmonic pile motion. Soil Dynamics and Earthquake Engineering, 87, 164-179. https://doi.org/10.1016/j.soildyn.2016.05.004

© 2016. The analytical representation of dynamic soil reaction to a laterally-loaded pile using 3D continuum modeling is revisited. The governing elastodynamic Navier equations are simplified by setting the dynamic vertical normal stresses in the soi... Read More about Soil reaction to lateral harmonic pile motion.