EDP Sciences logo
Web of Conferences logo
Search
Menu
All issues Volume 382 (2023) E3S Web of Conf., 382 (2023) 15001 References
Open Access
Issue
E3S Web of Conf.
Volume 382, 2023
8th International Conference on Unsaturated Soils (UNSAT 2023)
Article Number 15001
Number of page(s) 23
Section Physical, Numerical and Constitutive Modelling - Part II
DOI https://doi.org/10.1051/e3sconf/202338215001
Published online 24 April 2023
  1. E. E. Alonso, A. Gens, A. Josa, A constitutive model for partially saturated soils, Géotechnique, 40, 3, 405–430 (1990) [CrossRef] [Google Scholar]
  2. F. D’Onza, S. J. Wheeler, D. Gallipoli, M. B. Bucio, M. Hofmann, M. Lloret-Cabot, A. Morancho, C. Mancuso, J.-M. Pereira, E. R. Morales, Benchmarking selection of parameter values for the Barcelona basic model, Engineering Geology, 196, 99–118 (2015) [CrossRef] [Google Scholar]
  3. X. Zhang, R. L. Lytton, Modified state-surface approach to the study of unsaturated soil behavior, Part I: Basic concept, Canadian Geotechnical J., 46,5, 536–552 (2009a) [CrossRef] [Google Scholar]
  4. X. Zhang, R.L. Lytton, Modified state-surface approach to the study of unsaturated soil behavior: Part II: General formulation, Canadian Geot. J. 46, 5, 553–570 (2009b) [Google Scholar]
  5. X. Zhang, R.L. Lytton, Modified state-surface approach to the study of unsaturated soil behavior. Part III: Modeling of coupled hydromechanical effect, Canadian Geot. J., 49,1, 98–120 (2012) [Google Scholar]
  6. X. Zhang, Analytical Solution of the Barcelona Basic Model, In Experimental and applied modeling of unsaturated soils, 96–103 (2010) [Google Scholar]
  7. E. E. Alonso, S. Olivella, N. M., N. M. Pinyol, A review of Beliche Dam, Géotechnique,55, 4, 267– 285 (2005) [Google Scholar]
  8. M. Sánchez, D. Wang, J. L. Briaud, C. Douglas, Typical geomechanical problems associated with railroads on shrink-swell soils, Transportation Geotechnics, Elsevier Ltd, 1, 4, 257–274 (2014) [CrossRef] [Google Scholar]
  9. D. Wang, M. Sánchez, J.-L. Briaud, Behavior of railroads on shrink-swell soils, E3S Web of Conferences. Vol. 9. EDP Sciences (2016) [Google Scholar]
  10. L. M. Costa, I. D. S. Pontes, L. J. N. Guimarães, S. R. M. Ferreira, Numerical modelling of hydro‐mechanical behaviour of collapsible soils, Communications in numerical methods in engineering, 24, 12, 1839–1852 (2008) [Google Scholar]
  11. A. Gens, M. Sánchez, L. D. N. Guimarães, E. E. Alonso, A. Lloret, S. Olivella, M. V. Villar, F. Huerta, A full-scale in situ heating test for high- level nuclear waste disposal: observations, analysis and interpretation, Géotechnique, 59, 4, 377–399 (2009) [CrossRef] [Google Scholar]
  12. D. Gallipoli, F D’Onza, S. J Wheeler, A sequential method for selecting parameter values in the Barcelona basic model, Geotechnical Journal, 47, 11, 1175–1186 (2010) [CrossRef] [Google Scholar]
  13. X. Zhang, M. Xiao, Using modified state surface approach to select parameter values in the Barcelona basic model, Int. J. Numer. Anal. Meth. Geomechanics. 37, 1847–1866 (2013) [CrossRef] [Google Scholar]
  14. X. Zhang, L. Lin, Limitations in the constitutive modeling of unsaturated soils and solutions, International Journal of Geomechanics, 11, 3, 174–185 (2011) [CrossRef] [Google Scholar]
  15. X Zhang, E E. Alonso, F Casini, Explicit formulation of at-rest coefficient and its role in calibrating elasto-plastic models for unsaturated soils, Computers and Geotechnics, 71, 56–68 (2016) [CrossRef] [Google Scholar]
  16. X. Zhang, H. Lu, L. Li, Characterizing Unsaturated Soil Using an Oedometer Equipped with a High Capacity Tensiometer, Journal of the Transportation Research Record, Volume: 2578, Issue: 1, 58–71, DOI: 10.3141/2578-07 (2016) [CrossRef] [Google Scholar]
  17. B. Riad, X. Zhang, Characterizing and modeling the coupled hydro-mechanical cyclic behavior of unsaturated soils using constant water content oedometer and direct shear tests, Transportation Research Record (2022) [Google Scholar]
  18. C. Cekerevac, S. Girardin, G. Klubertanz, L. Laloui, Calibration of an elasto-plastic constitutive model by a constrained optimisation procedure, Computers and Geotechnics, 33(8), 432–443 (2006) [CrossRef] [Google Scholar]
  19. H. Mattsson, M. Klisinski, K. Axelsson, Optimization routine for identification of model parameters in soil plasticity, International Journal for Numerical and Analytical Methods in Geomechanics, 25, 5, 435–472 (2001) [CrossRef] [Google Scholar]
  20. H. Rosenbrock, An automatic method for finding the greatest or least value of a function, The Computer Journal, Oxford University Press, 3, 3, 175–184 (1960) [CrossRef] [Google Scholar]
  21. A. Ledesma, A. Gens, E. E. Alonso, Parameter and variance estimation in geotechnical backanalysis using prior information, International Journal for Numerical and Analytical Methods in Geomechanics, 20, 2, 119–141 (1996) [CrossRef] [Google Scholar]
  22. D. Gallipoli, F. D’Onza, Calibration of elasto- plastic models for unsaturated soils under isotropic stresses, Engineering geology, 165, 64–72 (2013) [CrossRef] [Google Scholar]
  23. Q. Ni, Y. Yuan, A subspace limited memory quasi-Newton algorithm for large-scale non-linear bound constrained optimization, Mathematics of Computation, 66, 220, 1509–1520 (1997) [CrossRef] [Google Scholar]
  24. M. Barrera Bucio, Estudio experimental del comportamiento hidro-mecánico de suelos colapsables, Universitat Politècnica de Catalunya (2002) [Google Scholar]
  25. K. Roscoe, J. B. Burland, On the generalized stress-strain behaviour of wet clay (1968) [Google Scholar]
  26. J. Jaky, Pressure in silos, Proceedings of the Second International Conference on Soil Mechanics and Foundation Engineering, London, Vol. 1, 103—107 (1948) [Google Scholar]
  27. D. Gallipoli, D.G. Toll, C.E. Augarde, A. Tarantino, V. De Gennaro, J. Vaunat, S.J. Wheeler, 2006. The MUSE Network: sharing research experience on unsaturated soils across Europe. Proc. 4th Int. Conf. Unsaturated Soils, Carefree, Arizona, 2075–2085 (2006) [Google Scholar]
  28. X. Zhang, J. Liu, P. Li, A new method to determine the shapes of yield curves for unsaturated soils, J. of Geot. and Geoenv. Engr., ASCE, 136,1, 239–247 (2010) [CrossRef] [Google Scholar]
  29. B. Riad, X. Zhang, A Modified State Surface Approach to Study the Unsaturated Soil Hysteresis Behavior, Journal of Transportation Research Record. Published online on July 21 (2020) [Google Scholar]
  30. S. Wheeler, V. Sivakumar, An elastoplastic critical state framework for unsaturated soil, Géotechnique, 45, 1, 35–53, (1995) [CrossRef] [Google Scholar]
  31. X. Zhang, Limitations of suction‐controlled triaxial tests in the characterization of unsaturated soils, International Journal for Numerical and Analytical Methods in Geomechanics, 40: 269– 296 (DOI: 10.1002/nag.2401) (2016) [Google Scholar]
  32. C. Rampino, C. Mancuso, F. Vinale, Laboratory testing on an unsaturated soil: equipment, procedures, and first experimental results. Canadian Geot. J., 36: 1–12 (1999) [CrossRef] [Google Scholar]
  33. T.M. Thu, H. Rahardjo, E.C. Leong, Soil-water characteristic curve and consolidation behavior for a compacted silt, Canadian Geot. J., 44, 3, 266–275 (2007) [CrossRef] [Google Scholar]
  34. E. K. P. Chong, S. H. Zak, An introduction to optimization, Vol. 75. John Wiley & Sons (2013) [Google Scholar]
  35. S. S. Rao, Engineering Optimization, Theory and Practice, Third Edition, John Wiley & Sons, Inc (1996) [Google Scholar]
  36. A. Casagrande, The Determination of the preconsolidation Load and its Practical Significance, In Proceedings of the 1st International Conference on Soil Mechanics and Foundation Engineering, Cambridge, Mass. A.A. Balkema, Rotterdam, The Netherlands. Vol. 3, pp. 60–64 (1936) [Google Scholar]
  37. J. A. Nelder, R. Mead, A simplex method for function minimization, The computer journal, Oxford University Press, 7, 4, 308–313 (1965) [CrossRef] [Google Scholar]
  38. B. Riad, X. Zhang, A consistent three-dimensional elastoplastic constative model to study the hydro- mechanical behavior of unsaturated soils, J. of Transportation Research Record (2021) [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.