TY - CHAP A1 - Baeßler, Matthias A1 - Cuéllar, Pablo A1 - Victor, A. A1 - Lüddecke, F. A2 - Triantafyllidis, T. T1 - Stability and large deformations of slender structures supported by soil materials T2 - Recent Developments of Soil Mechanics and Geotechnics in Theory and Practice; Lecture Notes in Applied and Computational Mechanics N2 - The stability and geometric nonlinearities of slender structures are a major topic in structural design. While this topic is most relevant in the field of Structural Engineering, e.g. for steel or concrete structures, only few applications take the role of soil-structure-interaction explicitly into account. The focus of this paper is placed on the impact of soil support and its modelling for the buckling analysis based on examples both for pile foundations and for railway track stability. The general interaction between steel design and the geotechnical input will be addressed. The paper discusses and summarizes a range of subtopics based on experience and current research at the author’s institute. PB - Springer CY - Cham, Switzerland KW - Buckling soil-structure-interaction offshore piles track PY - 2020 UR - https://opus4.kobv.de/opus4-bam/frontdoor/index/index/docId/49166 AN - OPUS4-49166 SN - 978-3-030-28515-9 SN - 978-3-030-28516-6 SN - 1613-7736 SN - 1860-0816 VL - 91 SP - 355 EP - 369 AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany