EDP Sciences logo
Web of Conferences logo
Search
Menu
All issues Volume 205 (2020) E3S Web Conf., 205 (2020) 04011 References
Open Access
Issue
E3S Web Conf.
Volume 205, 2020
2nd International Conference on Energy Geotechnics (ICEGT 2020)
Article Number 04011
Number of page(s) 6
Section Thermo-Hydro-Mechanical Properties of Geomaterials
DOI https://doi.org/10.1051/e3sconf/202020504011
Published online 18 November 2020
  1. J. K. Mitchell, K. Soga Fundamentals of Soil Behavior, John Wiley and Sons, Hoboken (2005) [Google Scholar]
  2. J. Jang, J. C. Santamarina, Fines Classification Based on Sensitivity to Pore Fluid Chemistry, J. Geotech. Geoenviron. Eng., 142(4), 06015018, (2016) [CrossRef] [Google Scholar]
  3. C. Di Maio, Exposure of Bentonites to Salt Solution: Osmotic and Mechanical Effects, Géotechnique, 46(4), 695 – 707, (1996) [CrossRef] [Google Scholar]
  4. E. Castellanos, M.V. Villar, E. Romero, A. Lloret, A. Gens, Chemical impact on the hydro-mechanical behavior of high-density FEBEX bentonite, Physics and Chemistry of the Earth, 33, S516–S526, (2008) [CrossRef] [Google Scholar]
  5. G. Musso, E. Romero, G. Della Vecchia, Double-structure effects on the chemo-hydro-mechanical behaviour of a compacted active clay, Géotechnique, 63(3), 206–220, (2013) [CrossRef] [Google Scholar]
  6. J. Chen, A. Anandarajah, H. Inyang, Pore Fluid Properties and Compressibility of Kaolinite, J. Geotech. Geoenviron. Eng., 126(9), 798 – 807, (2000) [CrossRef] [Google Scholar]
  7. J. K. Torrance, A laboratory investigation on the effect of leaching on the compressibility and shear strength of Norwegian marine clays, Géotechnique, 24(2), 155-173, (1974) [CrossRef] [Google Scholar]
  8. P. Witteveen, A. Ferrari, L. Laloui, An experimental and constitutive investigation on the chemo-mechanical behaviour of a clay, Géotechnique, 63(3), 244 – 255, (2013) [CrossRef] [Google Scholar]
  9. C. Di Maio, L. Santoli, P. Schiavone, Volume change behaviour of clays: the influence of mineral composition, pore fluid composition and stress state, Mechanics of Materials, 36, 435-451, (2004) [CrossRef] [Google Scholar]
  10. G. Musso, S. Chighini, E. Romero, Mechanical sensitivity to hydrochemical processes of Monastero Bormida clay, Water Resources Research, 44, doi:10.1029/2007WR006533 (2008) [Google Scholar]
  11. L. Bjerrum, Engineering geology of Norwegian Normally-Consolidated marine clays as related to settlement of buildings, Géotechnique, 17, 81-118, (1967) [Google Scholar]
  12. I.T. Rosenqvist, Considerations on the Sensitivity of Norwegian Quick-Clays, Géotechnique, 3, 195-200, (1953) [CrossRef] [Google Scholar]
  13. T. Hueckel, Chemo-plasticity of Clays Subjected to Stress and Flow of a Single Contaminant, Int. J. for Num. and An. Meth. in Geomech., 21, 43-72, (1997) [CrossRef] [Google Scholar]
  14. B. Loret, T. Hueckel, A. Gajo, Chemo-mechanical coupling in saturated porous media: elastic–plastic behaviour of homoionic expansive clays, Int. J. of Solids and Structures, 39(10), 2773–2806, (2002) [CrossRef] [Google Scholar]
  15. L. Do N. Guimaraes, A. Gens, M. Sanchez, S. Olivella, A chemo-mechanical constitutive model accounting for cation exchange in expansive clays, Géotechnique, 63(3), 221-234, (2013) [CrossRef] [Google Scholar]
  16. R. Yan, Int. J. of Geomech. BBM-Type Constitutive Model for Coupled Chemomechanical Behavior of Saturated Soils, 18(10), 06018023 ,(2018) [CrossRef] [Google Scholar]
  17. C. Tamagnini, M. Ciantia, Plasticity with generalized hardening: constitutive modeling and computational aspects, Acta Geotechnica 11, 595-623, (2016) [Google Scholar]
  18. E. E. Alonso, A. Gens, A. Josa. A constitutive model for partially saturated soils, Géotechnique 40 (3),405-430, (1990) [CrossRef] [Google Scholar]
  19. J.P. Bardet, W. Choucair, A linearized integration technique for incremental constitutive equations, Int. J. for Num. and An. Meth. in Geomech., 15(1), 1-19 (1991) [CrossRef] [Google Scholar]
  20. F. Cattaneo, G. Della Vecchia, C. Jommi, Evaluation of numerical stress-point algorithms on elastic– plastic models for unsaturated soils with hardening dependent on the degree of saturation, Computers and Geotechnics, 55, 404-415 (2014) [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.