Open Access
Issue
E3S Web Conf.
Volume 730, 2026
International Conference on Advances and Innovations in Soft Soil Engineering (Soft Soils 2026)
Article Number 02011
Number of page(s) 6
Section Multiphysics Behaviour
DOI https://doi.org/10.1051/e3sconf/202673002011
Published online 03 August 2026
  1. P. K. Robertson & K. L Cabal, Guide to Cone Penetration Testing for Geotechnical Engineering. (Gregg Drilling & Testing, Signal Hill, CA, 2015). [Google Scholar]
  2. C. I. Teh, G. T. Houlsby, An analytical study of the cone penetration test in clay. Géotechnique 41, 17–34 (1991). [Google Scholar]
  3. T. Lunne, P. K. Robertson, J. M. Powell, Cone Penetration Testing in Geotechnical Practice. (Blackie Academic & Professional, London, UK, 1997). [Google Scholar]
  4. P. W. Mayne, J. Peuchen, Evaluation of CPTU Nkt cone factor for undrained strength of clays. in Cone Penetration Testing 423–429 (2018). [Google Scholar]
  5. H.E. Low, T. Lunne, K.H. Andersen, M.A. Sjursen, X. Li, M.F. Randolph, Estimation of intact and remoulded undrained shear strengths from penetration tests in soft clays. Géotechnique 60, 843–859 (2010). [Google Scholar]
  6. S. J. Wheeler, The undrained shear strength of soils containing large gas bubbles. Géotechnique 38, 399–413 (1988). [Google Scholar]
  7. Y. Hong., L. Wang, C. Ng, B. Yang, Effect of initial pore pressure on undrained shear behaviour of fine-grained gassy soil. Canadian Geotechnical Journal 54, 1592–1600 (2017). [Google Scholar]
  8. C. Jommi, S. Muraro, E. Trivellato, C. Zwanenburg, Experimental results on the influence of gas on the mechanical response of peats. Géotechnique 69, 753–766 (2019). [Google Scholar]
  9. H. F. Zhao, S. Muraro, C. Jommi, Gas exsolution and gas invasion in peat: towards a comprehensive modelling framework. Géotechnique Letters 10, 461–467 (2020). [Google Scholar]
  10. D. Tarragó, A. Gens, Gas Effect On CPTu and Dissipation Test Carried Out On Natural Soft Soil of Barcelona Port. in Cone Penetration Testing 2018 605– 609 (CRC Press, 2018). [Google Scholar]
  11. L. Mele, P. Bonassisa, S. Lirer, A. Flora Induced Partial Saturation as mitigation technique against liquefaction: an energetic approach for design tools. Japanese Geotechnical Society Special Publication 10, 1677–1683 (2024). [Google Scholar]
  12. H. Wang et al. Study on the CPTu inversion methods for strength and consolidation parameters of gassy soil with different gas contents. Applied Ocean Research 146, 103960 (2024). [Google Scholar]
  13. A. Halleux, K. Boschi, L. Flessati, C. Jommi, G-PFEM-aided derivation of undrained shear strength of organic clays from CPT data. in Proceedings of the 7th International Conference on Geotechnical and Geophysical Site Characterization 1896–1902 (2024). [Google Scholar]
  14. C. Jommi, S. Muraro, C. Chao, Interpreting repeated CPT in unsaturated soils. in 7th International Conference on Geotechnical and Geophysical Site Characterization (CIMNE, 2024). [Google Scholar]
  15. M. A. Mánica, M. Arroyo, A. Gens, L. Monforte, Application of a critical state model to the Merriespruit tailings dam failure. Proceedings of the Institution of Civil Engineers – Geotechnical Engineering (2022). [Google Scholar]
  16. K. Boschi, M. Arroyo, L. Monforte, J. M. Carbonell, A. Gens, Coupled hydromechanical modelling of cone penetration in layered liquefiable soils. Geotechnique 75, 308–322 (2024). [Google Scholar]
  17. H. S. Yu, CASM: A unified state parameter model for clay and sand. Int. J. Numer. Anal. Methods Geomech. 22, 621–653 (1998). [Google Scholar]
  18. E. Ponzoni, Historical constructions on natural silty soils accounting for the interaction with the atmosphere. (Università degli Studi di Brescia, 2017). [Google Scholar]
  19. S. Muraro, The deviatoric behaviour of peat: a route between past empiricism and future perspectives. (Delft University of Technology, 2019). [Google Scholar]
  20. S. Pietruszczak, G. N. Pande, On the mechanics of partially saturated soils. Comput. Geotech. 12, 55–71 (1991). [Google Scholar]
  21. K. A. Schmidt, G. K. Folas, B. Kvamme, Calculation of the interfacial tension of the methane–water system with the linear gradient theory. Fluid Phase Equilibria 261, 230–237 (2007). [Google Scholar]
  22. L. Monforte, M. Arroyo, J. M. Carbonell, A. Gens, Numerical simulation of undrained insertion problems in geotechnical engineering with the particle finite element method (PFEM). Comput. Geotech. 82, 44–156 (2017). [Google Scholar]
  23. L. Monforte, M. Arroyo, J. M. Carbonell, A. Gens, Coupled effective stress analysis of insertion problems in geotechnics with the particle finite element method. Comput. Geotech. 101, 114–129 (2018). [Google Scholar]
  24. P. Dadvand, R. Rossi, E. Oñate, An object-oriented environment for developing finite element codes for multidisciplinary applications. Archives of Computational Methods in Engineering 17, 253–297 (2010). [Google Scholar]
  25. L. Monforte, M.O. Ciantia, J. M. Carbonell, M. Arroyo, A. Gens, A stable mesh-independent approach for numerical modelling of structured soils at large strains. Comput. Geotech. 116, 103215 (2019). [CrossRef] [Google Scholar]

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