Profile
International Journal of Earth & Environmental Sciences Volume 6 (2021), Article ID 6:IJEES-177, 10 pages
https://doi.org/10.15344/2456-351X/2021/177
Original Article
The Design of Geotechnical Structures Using Numerical Methods- Shear Parameter Reduction Including Structural Elements

Hauke Jürgens* and Sascha Henke

Department of Geotechnics, Helmut Schmidt University, Hamburg, Germany
Hauke Jürgens, Department of Geotechnics, Helmut Schmidt University, Hamburg, Germany, Tel: +49 (0)40 6541 3313; E-mail: hauke.juergens@hsu-hh.de
26 January 2021; 16 March 2021; 18 March 2021
Jürgens H, Henke S (2021) The Design of Geotechnical Structures Using Numerical Methods-Shear Parameter Reduction Including Structural Elements. Int J Earth Environ Sci 6: 177. doi: https://doi.org/10.15344/2456-351X/2021/177

References

  1. Wolffersdorff PA (2019) Informationen und Empfehlungen des Arbeitskreises 1.6 „Numerik in der Geotechnik“. Geotechnik 42: 88-97. [CrossRef] [Google Scholar]
  2. Brinkgreve RBJ, Bakker HL (1991) Non-linear finite element analysis of safety factors in Proceedings of the 7th International Conference on Computer Methods and Advances in Geomechanics.
  3. Brinkgreve RBJ, Kumarswamy S, Swolfs WM (2020) PLAXIS 2D CONNECT Edition V20 Manual.
  4. Zhang Y (2017) Multi-slicing strategy for the three-dimensional discontinuity layout optimization (3D DLO). Int J Numer Anal Meth Geomech 41: 488-507. [CrossRef] [Google Scholar] [PubMed]
  5. Zhang Y, Zhuang X, Lackner R (2018) Stability analysis of shotcrete supported crown of NATM tunnels with discontinuity layout optimization. Int J Numer Anal Methods Geomech 42: 1199-1216. [CrossRef] [Google Scholar]
  6. Sun Z, Zhang Y, Yuan Y, Mang HA (2019) Stability analysis of a fire‐loaded shallow tunnel by means of a thermo‐hydro‐chemo‐mechanical model and discontinuity layout optimization. Int J Numer Anal Methods Geomech 43: 2551-2564. [CrossRef] [Google Scholar]
  7. Rabczuk T, Areias PMA, Belytschko T (2007) A simplified mesh-free method for shear bands with cohesive surfaces. Int J Numer Meth Engng 69: 993-1021. [CrossRef] [Google Scholar]
  8. Rabczuk T, Samaniego E (2008) Discontinuous modelling of shear bands using adaptive meshfree methods. Computer Methods in Applied Mechanics and Engineering 197: 641-658. [CrossRef] [Google Scholar]
  9. Schweiger HF, Tschuchnigg F (2017) Zur Beurteilung der Standsicherheit von Böschungen mit unterschiedlichen Verfahren. Geotechnik 40: 242-249. [CrossRef] [Google Scholar]
  10. Cheng YM, Lansivaara T, Wei WB (2007) Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods. Computers and Geotechnics 3: 137-150. [CrossRef] [Google Scholar]
  11. Wolffersdorff PA, Henke S (2016) Bemessen mit numerischen Methoden in der Geotechnik - Möglichkeiten und Grenzen in Baugrundtagung 2016 in Bielefeld.
  12. Schanz T (2006) Aktuelle Entwicklungen bei Standsicherheits- und Verformungsberechnungen in der Geotechnik. Geotechnik 29: 13-27.
  13. Jürgens H, Henke S (2020) The design of geotechnical structures using numerical methods in 14th Baltic Sea Geotechnical Conference.
  14. Bishop AW (1955) The use of the Slip Circle in the Stability Analysis of Slopes. Géotechnique 5: 7-17. [CrossRef] [Google Scholar]
  15. Schweiger HF, Tschuchnigg F, Mosser C, Torggler N (2017) Finite element modelling of reinforced slopes by means of embedded beam rows. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. [Google Scholar]
  16. Sluis J (2012) Validation of Embedded Pile Row in PLAXIS 2D (Masterthesis).
  17. Buß (2020) Böschungsbruchberechnungen und Berechnungen von Bodenvernagelungen und Bewehrte-Erde-Wänden nach DIN 4084 und EC 7 – GGU Stability version 13.
  18. Huder (1983) Stabilisierung von Rutschungen mittels Ankern und Pfählen. Schweizer Ingenieur und Architekt 16: 422-425.
  19. Witt (2013) Hangverdübelung mit Bohrpfählen zur Erhöhung der Standsicherheit in Informationstag Ingenieurbau 2013 - Praktisches aus dem Konstruktiven Ingenieurbau.