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Publikováno v:
Journal of Physics: Conference Series. 2047:012004
This paper presents a simplified analytical method to conduct elastic stability and second-order lateral sti˙ness analysis of piles embedded in a two-parameter elastic soil. This work is an extension to a work recently presented by the first author,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e3600602413350a54c9201e9ed7f3e25
https://doi.org/10.1088/1742-6596/2047/1/012004
https://doi.org/10.1088/1742-6596/2047/1/012004
