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All issues Volume 730 (2026) E3S Web Conf., 730 (2026) 01012 References
Open Access
Issue
E3S Web Conf.
Volume 730, 2026
International Conference on Advances and Innovations in Soft Soil Engineering (Soft Soils 2026)
Article Number 01012
Number of page(s) 7
Section Field and Laboratory Testing
DOI https://doi.org/10.1051/e3sconf/202673001012
Published online 03 August 2026
  1. S.S. Torisu, J.M. Pereira, V. de Gennaro, P. Delage, A. Puech, Strain-rate effects in deep marine clays from the Gulf of Guinea. Geotechnique 62(8), 695–706 (2012). https://doi.org/10.1680/geot.12.OG.015. [Google Scholar]
  2. B.E. Martin, M.E. Kabir, W. Chen, Undrained high-pressure and high strain-rate response of dry sand under triaxial loading. Int. J. Impact Eng. 54, 51–63 (2013). https://doi.org/10.1016/j.ijimpeng.2012.10.008. [CrossRef] [Google Scholar]
  3. M. Omidvar, M. Iskander, S. Bless, Stress-strain behavior of sand at high strain rates. Int. J. Impact Eng. 49, 192–213 (2012). https://doi.org/10.1016/j.ijimpeng.2012.03.004. [Google Scholar]
  4. A. Tsutsumi, H. Tanaka, Combined effects of strain rate and temperature on consolidation behavior of clayey soils. Soils Found. 52(2), 207–215 (2012) https://doi.org/10.1016/j.sandf.2012.02.001. [Google Scholar]
  5. K. Watanabe, O. Kusakabe, Reappraisal of loading rate effects on sand behavior in view of seismic design for pile foundation. Soils Found. 53(2), 215–231 (2013). https://doi.org/10.1016/j.sandf.2013.02.003. [Google Scholar]
  6. J. Graham, J.H.A. Crooks, A.L. Bell, Time effects on the stress-strain behaviour of natural soft clays. Geotechnique 33(3), 327–340 (1983). https://doi.org/10.1680/geot.1983.33.3.327. [Google Scholar]
  7. J.G. Zhu, J.H. Yin, Strain-rate-dependent stress-strain behavior of overconsolidated Hong Kong marine clay. Can. Geotech. J. 37(6), 1272–1282 (2000). https://doi.org/10.1139/t00-054. [Google Scholar]
  8. G.K. Sudan, A. Sachan, Effect of strain rate on pore pressure evolution and effective stress path of soft soil under different stress history conditions. Int. J. Geotech. Eng. 11(1), 93–103 (2017). https://doi.org/10.1080/19386362.2016.1185844. [Google Scholar]
  9. J. Han, C. Dano, P.-Y. Hicher, Z.-Y. Yin, Strain-rate dependency of shear strength for a highly overconsolidated clay. Geo-Congress 2014 Tech. Pap. 234, 341–350 (2014). https://doi.org/10.1061/9780784413388.035. [Google Scholar]
  10. S. Wu, T. Lok, Y. Xu, D. Wang, Rate-dependent behaviour of a saturated clay under different stress histories and k0 conditions. Acta Geotech. 15(3), 679–694 (2020). https://doi.org/10.1007/s11440-019-00854-2. [Google Scholar]
  11. S. Wu, T. Lok, Y. Xu, W. Wang, B. Wu, Rate-dependent behavior of a saturated reconstituted clay under different over-consolidation ratios and sample variance. Acta Geotech. 16(11), 3505–3519 (2021). https://doi.org/10.1007/s11440-021-01293-8. [Google Scholar]
  12. G. Lefebvre, P. Pfendler, Strain rate and preshear effects in cyclic resistance of soft clay. J. Geotech. Eng. 122(1), 21–26 (1996). https://doi.org/10.1061/(asce)0733-9410(1996)122:1(21). [Google Scholar]
  13. P.Q. Li, B.A. Baudet, Strain rate dependence of the critical state line of reconstituted clays. Geotech. Lett. 6(2), 140–145 (2016). https://doi.org/10.1680/jgele.15.00140. [Google Scholar]
  14. J.A. Díaz-Rodríguez, J.J. Martínez-Vasquez, J.C. Santamarina, Strain-rate effects in Mexico City soil. J. Geotech. Geoenviron. Eng. 135(2), 300–305 (2009). https://doi.org/10.1061/(asce)1090-0241(2009)135:2(300). [Google Scholar]
  15. Y. Liu, L. Luo, Y. Zhang, M. Lai, Y. Fu, Triaxial experimental study on strength characteristics of saturated soft soil under different shear strain rates. Lect. Notes Civ. Eng. 543 (2024). https://doi.org/10.1007/978-981-97-5814-2_14. [Google Scholar]
  16. T.C. Sheahan, C.C. Ladd, J.T. Germaine, Rate-dependent undrained shear behavior of saturated clay. J. Geotech. Eng. 122(2), 99–108 (1996). https://doi.org/10.1061/(asce)0733-9410(1996)122:2(99). [Google Scholar]
  17. F. Tatsuoka, Inelastic deformation characteristics of geomaterial. Solid Mech. Its Appl. 146, 1–42 (2007). https://doi.org/10.1007/978-1-4020-6146-2_1. [Google Scholar]
  18. L. Šuklje, The analysis of the consolidation process by the isotaches method. Proc. 4th Int. Conf. Soil Mech. Found. Eng. 1, 200–206 (1957). [Google Scholar]
  19. S. Leroueil, The isotache approach: Where are we 50 years after its development by Professor Šuklje? Proc. 13th Danube-Eur. Conf. Geotech. Eng. 1, 55–88 (2006). [Google Scholar]
  20. Y. Watabe, S. Leroueil, Modeling and implementation of the isotache concept for long-term consolidation behavior. Int. J. Geomech. 15(6) (2015). https://doi.org/10.1061/(asce)gm.1943-5622.0000270. [Google Scholar]
  21. T.M. Bodas Freitas, D.M. Potts, L. Zdravkovic, A time dependent constitutive model for soils with isotach viscosity. Comput. Geotech. 38(6), 809–820 (2011). https://doi.org/10.1016/j.compgeo.2011.05.008. [Google Scholar]
  22. Bureau of Indian Standards, IS 2911 Part-3: Code of practice for design and construction of pile foundations, Part 3: Under-reamed piles. (1980). [Google Scholar]
  23. T. Hu, D. Liu, J. Chang, Experimental study on strain rate effect of strength characteristics of unsaturated silty clay. Case Stud. Constr. Mater. 12, e00332 (2020). https://doi.org/10.1016/j.cscm.2020.e00332. [Google Scholar]
  24. Y. Ren, S. Yang, K.H. Andersen, Q. Yang, Y. Wang, Thixotropy of soft clay: A review. Eng. Geol. 287, 106097 (2021). https://doi.org/10.1016/j.enggeo.2021.106097. [Google Scholar]
  25. A.R. Shahriar, M.Z. Abedin, R. Jadid, Thixotropic aging and its effect on 1-D compression behavior of soft reconstituted clays. Appl. Clay Sci. 153, 210–218 (2018). https://doi.org/10.1016/j.clay.2017.12.029. [Google Scholar]
  26. S. Seng, H. Tanaka, Properties of very soft clays: A study of thixotropic hardening and behavior under low consolidation pressure. Soils Found. 52(1), 1–13 (2012). https://doi.org/10.1016/j.sandf.2012.02.010. [Google Scholar]
  27. R. Sinha, R.K. Ghanekar, Thixotropic properties of deepwater Indian marine clays from Eastern Offshore— evaluation and correlations. Lect. Notes Civ. Eng. 136, 495–503 (2021). https://doi.org/10.1007/978-981-33-6370-0_46. [Google Scholar]
  28. A.W. Skempton, R.D. Northey, The sensitivity of clays. Geotechnique 3(1), 30–53 (1952). https://doi.org/10.1680/geot.1952.3.1.30. [CrossRef] [Google Scholar]
  29. ASTM International, ASTM D4767-20: Standard test method for consolidated undrained triaxial compression test for cohesive soils (2020). [Google Scholar]
  30. T.L. Brandon, A.T. Rose, J.M. Duncan, Drained and undrained strength interpretation for low-plasticity silts. J. Geotech. Geoenviron. Eng. 132(2), 250–257 (2006). https://doi.org/10.1061/(asce)1090-0241(2006)132:2(250). [Google Scholar]
  31. S. Dutta, A. Khan, A. Sachan, Monotonic undrained and drained compression response of CL-ML soil. Eur. J. Environ. Civ. Eng. 30(1), 1–26 (2025). https://doi.org/10.1080/19648189.2025.2584115. [Google Scholar]
  32. A. Sachan, D. Penumadu, Effect of microfabric on shear behavior of kaolin clay. J. Geotech. Geoenviron. Eng. 133(3), 306–318 (2007). https://doi.org/10.1061/(asce)1090-0241(2007)133:3(306). [Google Scholar]
  33. F. Tavenas, P. La Rochelle, M. Roy, J.P. Des Rosiers, S. Leroueil, The use of strain energy as a yield and creep criterion for lightly overconsolidated clays. Geotechnique 29(3), 285–303 (1979). https://doi.org/10.1680/geot.1979.29.3.285. [Google Scholar]

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