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Punching settlement in loessoid soils. About the numerical modeling of this phenomenon Cover

Punching settlement in loessoid soils. About the numerical modeling of this phenomenon

Open Access
|Feb 2025

References

  1. NP 125:2010, „Technichal norms regarding the foundations of buildings on soils sensitive to moisture”
  2. Ciurea C., Doctoral thesis, “Aspects of the interaction of hydrotechnical constructions with earthen foundations”, 2005
  3. Cuteanu E., Marinov R., “Finite element method in structural design”, published by Facla, 1980
  4. Abbo A. J., Lyamin A.V., Sloan S.W., Hambleton J.P., „A C2 continuous approximation to the Mohr–Coulomb yield surface”, published by The International Journal of Solids and Structures, vol. 48, art. 21, pag. 3001-3010, 2011
  5. GEO5 – = „Help - FEM”, https://www.finesoftware.eu/help/geo5/en/nonlinear-models-01/
  6. Xiang X., Zi-Hang D., „Numerical implementation of a modified Mohr–Coulomb model and its application in slope stability analysis”, published by The Journal of Modern Transportation, vol. 25, pag. 40–51, 2017
Language: English
Page range: 127 - 138
Published on: Feb 14, 2025
Published by: Ovidius University of Constanta
In partnership with: Paradigm Publishing Services
Publication frequency: 1 issue per year

© 2025 Cornel Ciurea, Diana-Caterina Mănescu, Ianis-Laurențiu Gurău, published by Ovidius University of Constanta
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.