Modelling and calibration for cyclic soil-structure interface behaviour

Autor: Kullolli Borana, Cuéllar Pablo, Baeßler Matthias, Stutz Hans Henning

Publikováno v: E3S Web of Conferences, Vol 92, p 13007 (2019)

The structural performance of many geotechnical systems (e.g. axially-loaded pile foundations), depends on the shearing resistance at the soil interface, which may govern the load bearing capacity of the foundation. Experimental investigations have s

Externí odkaz: https://doaj.org/article/78d0db074200414bbefbab6cf9503ba3

A generalized plasticity model adapted for shearing interface problems

Autor: Kullolli, Borana, Stutz, Hans Henning, Cuellar, P., Baessler, Matthias, Rackwitz, F.

Publikováno v: Kullolli, B, Stutz, H H, Cuellar, P, Baessler, M & Rackwitz, F 2018, A generalized plasticity model adapted for shearing interface problems . in A S cardoso, J L Borges, P A Costa, A T Gomes, J C Marques & C S Vieira (eds), Numerical Methods in Geotechnical Engineering IX, Volume 1 : Proceedings of the 9th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE 2018) . vol. 1, CRC Press, pp. 97-102, 9th European Conference on Numerical Methods in Geotechnical Engineering, Porto, Portugal, 25/06/2018 .

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=pure_au_____::9c480d33e4ed9aef84b7c9b1b1ce5846
https://pure.au.dk/portal/da/publications/a-generalized-plasticity-model-adapted-for-shearing-interface-problems(0cd3e597-4c98-488f-af56-ac76af87e4cd).html