Open Access
Issue
E3S Web Conf.
Volume 730, 2026
International Conference on Advances and Innovations in Soft Soil Engineering (Soft Soils 2026)
Article Number 02004
Number of page(s) 6
Section Multiphysics Behaviour
DOI https://doi.org/10.1051/e3sconf/202673002004
Published online 03 August 2026
  1. K. Terzaghi, Theoretical soil mechanics, New York: Wiley, (1943) [Google Scholar]
  2. P.A. Vermeer, H.P. Neher, A soft soil model that accounts for creep, In proceedings of “Beyond 2000 in computational geotechnics”, Balkema, 249-261, (1999) [Google Scholar]
  3. C.C. Ladd, R. Foott, K. Ishihara, F. Schlosser, H.G. Poulos, Stress-deformation and strength characteristics, State of the Art Report, Proceedings 9th ISMFE, Tokyo, 2: 421–494, (1977) [Google Scholar]
  4. G. Mesri, P.M. Godlewski, Closure to “Time and Stress-Compressibility Interrelationship”, J. Geotech. Eng. Div., 105(1), 106–113, (1979) https://doi.org/10.1061/AJGEB6.0000747 [Google Scholar]
  5. Y.K. Choi, Consolidation behavior of natural clays, University of Illinois at Urbana-Champaign, (1982) [Google Scholar]
  6. T.W. Feng, Compressibility and permeability of natural soft clays and surcharging to reduce settlements, University of Illinois at Urbana-Champaign, (1991) [Google Scholar]
  7. G. Mesri, B. Vardhanabhuti, Closure to “Secondary Compression” by G. Mesri and B. Vardhanabhuti, J. Geotech. Geoenviron. Eng., 132(6), 817–818, (2006) https://doi.org/10.1061/(ASCE)1090-0241(2006)132:6(817) [Google Scholar]
  8. G. Mesri, Effects of friction and thickness on long-term consolidation behavior of Osaka Bay clays, Soils Found., 49(5), 823–824, (2009) https://doi.org/10.3208/sandf.48.547 [Google Scholar]
  9. L. Bjerrum, Engineering geology of Norwegian normally consolidated marine clays as related to the settlements of buildings, Geotechnique, 17(2), 83–118, (1967). https://doi.org/10.1680/geot.1967.17.2.83 [Google Scholar]
  10. D.F.E Stolle, P.A. Vermeer, P.G. Bonnier, A consolidation model for a creeping clay, Can. Geotech. J., 36(4), 754–759, (1999) https://doi.org/10.1139/t99-034 [Google Scholar]
  11. D.F.T. Nash, S.J. Ryde, Modelling consolidation accelerated by vertical drains in soils subject to creep, Géotechnique, 51(3), 267–273, (2001) https://doi.org/10.1680/geot.2001.51.3.257 [Google Scholar]
  12. J.H. Yin, J.G. Zhu, J. Graham, A new elastic visco-plastic model for time-dependent behaviour of normally and over-consolidated clays: theory and verification, Can. Geotech. J., 39(1), 157–173, (2002) https://doi.org/10.1139/t01-074 [Google Scholar]
  13. S. Leroueil, The Isotache approach. Where are we 50 years after its development by Professor Šuklje? 2006 Prof. Šuklje’s Memorial Lecture, In Proceedings of the XIII Danube-European conference on geotechnical engineering, Ljubljana, Slovenia, 2: 55–88, (2006) [Google Scholar]
  14. M. Leoni, M. Karstunen, P.A. Vermeer, Anisotropic creep model for soft soils, Géotechnique, 58(3), 215–226, (2008) https://doi.org/10.1680/geot.2008.58.3.215 [Google Scholar]
  15. M.R. Karim, C.T. Gnanendran, S.C. Lo, J. Mak, Predicting the long-term performance of a wide embankment on soft soil using an elastic–viscoplastic model, Can. Geotech. J., 47(2), 244–257, (2010) https://doi.org/10.1139/T09-087 [Google Scholar]
  16. D. Nash, M. Brown, Influence of destructuration of soft clay on time-dependent settlements: comparison of some elastic viscoplastic models, Int. J. Geomech., 15(5), A4014004, (2015) https://doi.org/10.1061/(ASCE)GM.1943-5622.0000281 [Google Scholar]
  17. J.H. Yin, W.Q. Feng, A new simplified method and its verification for calculation of consolidation settlement of a clayey soil with creep, Can. Geotech. J., 54(3), 333–347, (2017) https://doi.org/10.1139/cgj-2015-0290 [Google Scholar]
  18. J.H. Yin, J. Graham, Viscous-elastic-plastic modelling of one-dimensional time-dependent behaviour of clays, Can. Geotech. J., 26(2), 199–209, (1989) https://doi.org/10.1139/t89-029 [Google Scholar]
  19. C. Kelln, J. Sharma, D. Hughes, J. Graham, Finite element analysis of an embankment on a soft estuarine deposit using an elastic-viscoplastic soil model, Can. Geotech. J., 46(3), 357–368, (2009) https://doi.org/10.1139/T08-129 [Google Scholar]
  20. S. Leroueil, Some fundamental aspects of soft clay behaviour and practical implications, In Soft Soil Engineering, Routledge, 37–53, (2001) [Google Scholar]
  21. M. Saresma, D.J. White, D. Mohapatra, S. Mohammadi, W.T. Sołowski, L. Korkiala-Tanttu, J.J. Virtasalo, S, Gourvenec, Assessment of near-surface undrained shear strength of soft seabeds with free fall cone penetrometer testing in the northern Baltic Sea, Eng. Geol, 346, 107906, (2025) https://doi.org/10.1016/j.enggeo.2025.107906 [Google Scholar]
  22. R. Khalili, N. Shpata, A. Gupta, S. Mohammadi, C. Ruan, B. Prasetyo, M. Saresma, J.J. Virtasalo, W.T. Sołowski, Submarine power cables on soft structured clay seabed: gravel berm to reduce cable settlements and enhance protection, Ocean Eng., 352, part 1, 124496, (2026) https://doi.org/10.1016/j.oceaneng.2026.124496 [Google Scholar]
  23. Z.S. Li, D. Mohapatra, W.T. Sołowski, M. Saresma, J.J. Virtasalo, R. Khalili, SUT Offshore Site Investigation and Geotechnics, SUT-OSIG-23-094, London, England, September (2023) https://doi.org/10.3723/JDWJ4235 [Google Scholar]
  24. R. Khalili, Undrained shear strength of Soft Finnish clay, Master Thesis, Politecnico di Milano, Italy, (2023) [Google Scholar]
  25. R. Khalili, C. Jommi, W.T. Sołowski, Impact of a spacing reduction in a fall cone test, In Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society, CRC Press, 1679-1683, (2024) [Google Scholar]
  26. R. Khalili, H. Koochi, W.T. Sołowski, PLAXIS Model Files - Permeability effect on creep evolution, Zenodo. https://doi.org/10.5281/zenodo.20431039 [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.