Have a personal or library account? Click to login
On the Practical Use of Advanced Constitutive Laws in Finite Element Underground Structures Analysis Cover

On the Practical Use of Advanced Constitutive Laws in Finite Element Underground Structures Analysis

Open Access
|Jan 2023

References

  1. [1] Amrane, M. (2018). Modélisation du Comportement des Ouvrages Géotechniques avec la Loi de J. Lemaitre, PhD thesis, University of Skikda, Algeria. http://ftech.univ-skikda.dz/doc2/2018/THESE%20Amrane%20Moussa.pdf
  2. [2] Amrane, M. & Messast, S. (2018). Modeling the Behavior of Geotechnical Constructions Under Cyclic Loading with a Numerical Approach Based on J. Lemaitre Model. Indian Geotech J. 48, 520–528. https://doi.org/10.1007/s40098-017-0275-1
  3. [3] Moussa, A., Salah, M. & Rafik, D. (2020). Improvement of a Hypoplastic Model for Granular Materials Under High-Confining Pressures. Geotech Geol Eng. 38, 3761–3771. https://doi.org/10.1007/s10706-020-01256-y
  4. [4] Chatra, A. S. & Dadagoudar, G. R. (2010). Numerical simulation of hypoplastic constitutive model for sand. In Indian Geotechnical Conference – 2010, GEOtrendz December 16–18, 2010 IGS Mumbai Chapter & IIT Bombay
  5. [5] Reyes, D.K., Rodriguez-Marek, A., & Lizcano, A. (2009). A hypoplastic model for site response analysis. Soil Dynamic and Earthquake Engineering. 29 (1), 173-184.
  6. [6] Gudehus, G., Amorosi, A., Gens, A., Herle, I., Kolymbas, D., Masin, D., Muir Wood, D., Nova, R., Niemunis, A., Pastor, M., Tamagnini, C. & G. Viggiani, G. (2008). The soilmodels.info project. International Journal for Numerical and Analytical Methods in Geomechanics. 32 (12),1571-1572, [Letter PDF].
  7. [7] Said, I., Gennaro, D.V., & Frank, R. (2009). Axisymmetric finite element analysis of pile loading tests. Computers and Geotechnics. 36 (1-2), 6-19.
  8. [8] Zidan, A.F. & Ramadan, O.M.O. (2014). Three Dimensional Numerical Analysis of the Effects of Tunnelling Near Piled Structures. KSCE Journal of Civil Engineering. 19 (4), 917-928.
  9. [9] Mathew, G.V & Lehane, B.M. (2014). Measured and Back Analysed Soil Structure Interaction Effects in a Layered Stratigraphy During Tunnel Boring. Geotech Geol Eng. 32 (4), 873-884.
  10. [10] Bonini, M., Lancellotta, G., & Barla, G. (2013). State of Stress in Tunnel Lining in Squeezing Rock Conditions. Rock Mech Rock Eng. 46, 405–411.
  11. [11] Ng, C.W.W., Sun, H.S., Lei, G.H., Shi, J.W., Mašín, D. (2015). Ability of three different soil constitutive models to predict a tunnel’s response to basement excavation. Revue canadienne de géotechnique. 52 (11), 1637-1648.
  12. [12] Niemunis, A. & Herle, I. (1997). Hypoplastic model for cohesionless soils with elastic strain range. Mechanics of Cohesive-Frictional Material. 2, 279-299.
  13. [13] CUR / COB (1999). Monitoring bij de TweedeHeineneoordtunnel, verslag van eengroootschaligpraktijkonderzoeknaargeboorde tunnels. Final report COB committee K100. CUR / COB, Gouda.
  14. [14] CUR / COB (2000).Toetsingsrichtlijn voor het ontwerp van boortunnelsvoorweg- enrailinfrastructuur. Final report COB committee L500. CUR / COB, Gouda.
  15. [15] Schanz, T., Vermeer, P.A. & Bonnier, P.G. (1999). The hardening soil model: Formulation and verification. Beyond 2000 in Computational Geotechnics. Balkema, Rotterdam, ISBN 90 5809 040 X”.
  16. [16] Brinkgreve, R.B.J. et. al. (2002). Plaxis 2D Version 8. A. A. Balkema Publ., Lisse, Abingdon, Exton (PA), Tokyo.
  17. [17] Janbu, N. (1963). Soil compressibility as determined by oedometer and triaxial tests. European conf on soil mechanics and foundation engineering. Wiesbaden, Germany. 1, 19-25.
  18. [18] Brinkgreve, R.B.J. et. al. (2001). Plaxis 3D Tunnel Version 1. A. A. Balkema Publ., Lisse, Abingdon, Exton (PA), Tokyo.
  19. [19] Marcher, T., Vermeer, P.A. & von Wolffersdorff, P.-A. (2000). Hypoplastic and elastoplastic modeling – a comparison with test Data, Proc. III. Euroconference on Constitutive Modeling of Granular Materials, Horton (Greece), S. 353–374, Springer-Verlag Berlin Heidelberg New York, 2000.
  20. [20] Kolymbas, D. (1985). A generalized hypoelastic constitutive law. Proceeding of International Conference on Soil Mechanics and Foundation Engineeering. A. A. Balkema, Rotterdam; Brookfield
  21. [21] Gudehus, G. (1996). A comprehensive constitutive equation for granular materials. Soils and Foundations. 36 (1), 1-12.
  22. [22] Bauer, E. (1996). Calibration of a comprehensive hypoplastic model for granular materials. Soils and Foundations. 36 (1), 13-26.
  23. [23] Herle, I. (2008). On basic features of constitutive models for geomaterials. Journal of Theoretical and Applied Mechanics. Sofia, 38, Nos 1-2, 61-80.
  24. [24] Bom, L.B.T. & Modaressi-Farahmand-Azavi, A. (2014). Constitutive model for granular materials considering grain breakage in finite deformations. European Journal of Environmental and Civil Engineering. 20, 971-1003. https://doi.org/10.1080/19648189.2014.960101.
  25. [25] Kolymbas, D. (1999). Introduction to hypaplasticity. - Advances in Geotechnical Engineering and Tunnelling. CRC Press, London.
  26. [26] Lanier, J., Caillerie, D., Chambon, R., Viggiani, G., B´esuelle, P. & Desrues, J. (2004). A general formulation of hypoplasticity. International Journal for Numerical and Analytical Methods in Geomechanics. 28, 1461–1478.
  27. [27] Anaraki, K. E. (2008). Hypoplasticity investigated parameter determination and numerical simulation. MS Thesis, Delft University of Technology, Delft.
  28. [28] Masın. D. (2010). Hypoplasticity for practical applications – PhD course. http://web.natur.cuni.cz/uhigug/masin/hypocourse.
  29. [29] Mašín, D. (2015). Hypoplasticity for Practical Applications Part 4: Determination of material parameters course on hypoplasticity Zhejiang University, June 2015.
  30. [30] Engin, H.K. & Jostad, H.P. (2014). On the modelling of grain crushing in hypoplasticity. Numerical Methods in Geotechnical Engineering – Hicks, Brinkgreve & Rohe (Eds), 2014 Taylor & Francis Group, London, 978-1-138-00146-6.
  31. [31] Von Wolffersdorff, P.A. (1996). A hypoplastic relation for granular materials with a predefined limit state surface. Mechanics of Cohesive-Frictional Material. 1, 251-271.
  32. [32] Atkinson, J., Richardson, D., & Stallebrass, S. (1990). Effect of recent stress history on the stiffness of overconsolidated soil. Geotechnique. 40, 531-540.
  33. [33] Puzrin, M. & Burland, J. (1998). Non-linear model of small strain behavior of soils. Geotechnique. 48, 217-233.
  34. [34] Mayer, P.-M. (2000). Verformungen und Spannungsänderungendurch Schlitzwandherstellung und Baugrubenaushub. Veröff. Inst. Boden- u. Felsmechanik, Universität, Fridericiana Karlsruhe 2000, H.151.
  35. [35] Moller, S.C. (2006). Tunnel induced settlements and structural forces in linings. PhD Thesis, Universitat Stuttgart.
  36. [36] Gudehus, G. (2004). Prognosenbei Beobachtungsmethoden, Bautechnik. 81 (1), 1–8.
  37. [37] Bakker, K.J., van Schelt, W. & Plekkenpol, J.W. (1996). Predictions and a monitoring scheme with respect to the boring of the Second Heinenoord Tunnel. In: Geotechnical aspects of underground construction in soft ground, (eds: R.J.Mair and R.N. Taylor). Balkema, Rotterdam. 459-464.
  38. [38] Möller, S.C. & Vermeer, P.A. (2008). On numerical simulation of tunnel installation. Tunnelling and Underground Space Technology. 23, 461–475.
  39. [39] Bakker, K.J. (2000). Soil Retaining Structures; development of models for structural analysis. Dissertation (Delft University of Technology). Balkema, Rotterdam.
  40. [40] Herle, I. & Gudehus, G. (1999). Determination of parameters of a hypoplastic constitutive model from properties of grain assembles. Mechanics of Cohesive Frictional Materials. 4, 461–486.
DOI: https://doi.org/10.2478/sspjce-2022-0015 | Journal eISSN: 1338-7278 | Journal ISSN: 1336-9024
Language: English
Page range: 1 - 14
Published on: Jan 14, 2023
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2023 Amrane Moussa, Messast Salah, Laouar Mohamed Salah, published by Technical University of Košice
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.