Slope stability analysis: Barodesy vs linear elastic – perfectly plastic models

Franz Tschuchnigg; Gertraud Medicus; Barbara Schneider-Muntau

doi:10.1051/e3sconf/20199216014

All issues

Volume 92 (2019)

E3S Web Conf., 92 (2019) 16014

References

Open Access

Issue		E3S Web Conf. Volume 92, 2019 7^th International Symposium on Deformation Characteristics of Geomaterials (IS-Glasgow 2019)


Article Number		16014
Number of page(s)		5
Section		Numerical Modelling: THCM Coupling, Localisation, Boundary Value Problems
DOI		https://doi.org/10.1051/e3sconf/20199216014
Published online		25 June 2019

D. Kolymbas. Sand as an archetypical natural solid. In D. Kolymbas and G. Viggiani, editors, Mechanics of Natural Solids, pages 1-26. Springer: Berlin (2009) [Google Scholar]
G. Medicus, D. Kolymbas, and W. Fellin. Proportional stress and strain paths in barodesy. Int J Numer Anal Meth Geomech, 40,4 (2016) [CrossRef] [Google Scholar]
G. Medicus and W. Fellin. An improved version of barodesy for clay. Acta Geotechnica, 12,2 (2017) [CrossRef] [Google Scholar]
R. Butterfield. A natural compression law for soils (an advance on e-log p’), Géotechnique, 29,4 (1979) [Google Scholar]
D. Mašín. A hypoplastic constitutive model for clays. Int J Numer Anal Meth Geomech, 29,4 (2005) [Google Scholar]
J. H. Atkinson. An Introduction to the Mechanics of Soils and Foundations. McGraw Hill (1993) [Google Scholar]
D. Muir Wood. Soil Behaviour and Critical State Soil Mechanics. Cambridge University Press (1990) [Google Scholar]
G. Medicus, W. Fellin, and F. Schranz. Konzepte der Barodesie. Bautechnik, 95,9 (2018) [CrossRef] [Google Scholar]
W. Fellin and A. Ostermann. The critical state behaviour of barodesy compared with the Matsuoka-Nakai failure criterion. Int J Numer Anal Meth Geomech, 37,3 (2013) [CrossRef] [Google Scholar]
T. Nakai. Modeling of soil behavior based on tij concept. In Proc of 13th ARCSMGE, 2 (2007) [Google Scholar]
M. Bode, F. Schranz, G. Medicus, and W. Fellin. Vergleich unterschiedlicher Materialmodelle an einer Aushubsimulation. Geotechnik, (2019, in print). [Google Scholar]
D. V. Griffths and J. Huang. Observations on the extended Matsuoka-Nakai failure criterion. Int J Numer Anal Meth Geomech, 33, 17 (2009) [Google Scholar]
Brinkgreve, R.B.J.; Kumarswamy, S.; Swolfs. W.M. (2017): PLAXIS 2D 2017-User Manual. Delft, The Netherlands: Plaxis bv. [Google Scholar]
Krabbenhoft K, Lymain, AV, Krabbenhoft J. OptumG2: Theory. Version 2016 (2016). [Google Scholar]
Davis EH. Theories of plasticity and failure of soil masses. In Soil mechanics: selected topics. (ed. I. K. Lee), 341-54. New York: Elsevier (1968). [Google Scholar]
Tschuchnigg F, Schweiger HF, Sloan SW. Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part l: Numerical studies considering non-associated plasticity. Computers and Geotechnics; 70:169-77 (2015b). [Google Scholar]
B. Schneider-Muntau, G. Medicus and W. Fellin. Strength reduction method in barodesy Computers and Geotechnics, 95 (2018) [Google Scholar]
B. Schneider-Muntau and I. Bathaeian, Simulation of shear bands with Soft PARticle Code (SPARC) and FE, GEM-International Journal on Geomathematics, 8,1 (2017) [CrossRef] [Google Scholar]
B. Schneider-Muntau and I. Bathaeian, Simulation of settlement and bearing capacity of shallow foundations with soft particle code (SPARC) and FE, GEM-International Journal on Geomathematics, 9, 2 (2018) [CrossRef] [Google Scholar]
Tschuchnigg F, Schweiger HF, Performance of strength reduction finite element techniques for slope stability problems, 16th European Conference on Soil Mechanics and Geotechnical Engineering "Geotechnical Engineering for Infrastructure and Development". ICE Publishing, 1687-1692 (2015). [Google Scholar]

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[1] D. Kolymbas. Sand as an archetypical natural solid. In D. Kolymbas and G. Viggiani, editors, Mechanics of Natural Solids, pages 1-26. Springer: Berlin (2009) [Google Scholar]

[2] G. Medicus, D. Kolymbas, and W. Fellin. Proportional stress and strain paths in barodesy. Int J Numer Anal Meth Geomech, 40,4 (2016) [CrossRef] [Google Scholar]

[3] G. Medicus and W. Fellin. An improved version of barodesy for clay. Acta Geotechnica, 12,2 (2017) [CrossRef] [Google Scholar]

[4] R. Butterfield. A natural compression law for soils (an advance on e-log p’), Géotechnique, 29,4 (1979) [Google Scholar]

[5] D. Mašín. A hypoplastic constitutive model for clays. Int J Numer Anal Meth Geomech, 29,4 (2005) [Google Scholar]

[6] J. H. Atkinson. An Introduction to the Mechanics of Soils and Foundations. McGraw Hill (1993) [Google Scholar]

[7] D. Muir Wood. Soil Behaviour and Critical State Soil Mechanics. Cambridge University Press (1990) [Google Scholar]

[8] G. Medicus, W. Fellin, and F. Schranz. Konzepte der Barodesie. Bautechnik, 95,9 (2018) [CrossRef] [Google Scholar]

[9] W. Fellin and A. Ostermann. The critical state behaviour of barodesy compared with the Matsuoka-Nakai failure criterion. Int J Numer Anal Meth Geomech, 37,3 (2013) [CrossRef] [Google Scholar]

[10] T. Nakai. Modeling of soil behavior based on tij concept. In Proc of 13th ARCSMGE, 2 (2007) [Google Scholar]

[11] M. Bode, F. Schranz, G. Medicus, and W. Fellin. Vergleich unterschiedlicher Materialmodelle an einer Aushubsimulation. Geotechnik, (2019, in print). [Google Scholar]

[12] D. V. Griffths and J. Huang. Observations on the extended Matsuoka-Nakai failure criterion. Int J Numer Anal Meth Geomech, 33, 17 (2009) [Google Scholar]

[13] Brinkgreve, R.B.J.; Kumarswamy, S.; Swolfs. W.M. (2017): PLAXIS 2D 2017-User Manual. Delft, The Netherlands: Plaxis bv. [Google Scholar]

[14] Krabbenhoft K, Lymain, AV, Krabbenhoft J. OptumG2: Theory. Version 2016 (2016). [Google Scholar]

[15] Davis EH. Theories of plasticity and failure of soil masses. In Soil mechanics: selected topics. (ed. I. K. Lee), 341-54. New York: Elsevier (1968). [Google Scholar]

[16] Tschuchnigg F, Schweiger HF, Sloan SW. Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part l: Numerical studies considering non-associated plasticity. Computers and Geotechnics; 70:169-77 (2015b). [Google Scholar]

[17] B. Schneider-Muntau, G. Medicus and W. Fellin. Strength reduction method in barodesy Computers and Geotechnics, 95 (2018) [Google Scholar]

[18] B. Schneider-Muntau and I. Bathaeian, Simulation of shear bands with Soft PARticle Code (SPARC) and FE, GEM-International Journal on Geomathematics, 8,1 (2017) [CrossRef] [Google Scholar]

[19] B. Schneider-Muntau and I. Bathaeian, Simulation of settlement and bearing capacity of shallow foundations with soft particle code (SPARC) and FE, GEM-International Journal on Geomathematics, 9, 2 (2018) [CrossRef] [Google Scholar]

[20] Tschuchnigg F, Schweiger HF, Performance of strength reduction finite element techniques for slope stability problems, 16th European Conference on Soil Mechanics and Geotechnical Engineering "Geotechnical Engineering for Infrastructure and Development". ICE Publishing, 1687-1692 (2015). [Google Scholar]