Open Access
E3S Web of Conf.
Volume 382, 2023
8th International Conference on Unsaturated Soils (UNSAT 2023)
Article Number 03007
Number of page(s) 6
Section Cyclic & Dynamic Behavior of Unsaturated Soils
Published online 24 April 2023
  1. H. Rahnema, M. Hashemi Jokar, H. Khabbaz, Predicting the effective stress parameter of unsaturated soils using adaptive neuro-fuzzy inference system, Scientia Iranica, 6, (2019). [Google Scholar]
  2. N. Lu, WJ. Likos, Unsaturated soil mechanics, Hoboken, NJ: J. Wiley, (2004). [Google Scholar]
  3. D. G. Fredlund, H. Rahardjo, M. D. Fredlund, Unsaturated soil mechanics in engineering practice, John Willey & Sons. Inc., Hoboken, New Jersey, USA, (2012). [Google Scholar]
  4. B. O. Hardin, and W. L. lack, Vibration modulus of normally consolidated clay, J. Soil Mech. Found. Div., 94(2), pp. 353–369 (1968). [CrossRef] [Google Scholar]
  5. B. O. Hardin, and V. P Drnevich, Shear modulus and damping in soils: measurement and parameter effects, J. Soil Mech. Found. Div., 98(sm6) (1972). [Google Scholar]
  6. B. O. Hardin, The nature of stress-strain behavior for soils, Volume I of Earthquake Engineering and Soil Dynamics Proceedings of the ASCE, , Pasadena, California, (1978). [Google Scholar]
  7. X. Qian, D. H. Gray, and R. D. Woods, Resonant column tests on partially saturated sands, Geotech. Test. J., 14(3), 266-275, (1991). [Google Scholar]
  8. K. Ishihara, Soil behavior in earthquake geotechnics, Clarendon press Oxford, (1996). [Google Scholar]
  9. C. Mancuso, R. Vassallo, and A. d’Onofrio, Small strain behavior of a silty sand in controlled-suction resonant column torsional shear tests, Can. Geotech. J., NRC Research Press, 39(1), pp. 22–31, (2002). [CrossRef] [Google Scholar]
  10. L. R. Hoyos, P. Takkabutr, A. J. Puppala, M. S. Hossain, Dynamic response of unsaturated soils using resonant column and bender element testing techniques, in Geotech. Earthq. Eng. and Soil. Dyn. IV, pp. 1–8, (2008). [Google Scholar]
  11. L. R. Hoyos, E. A. Suescún-florez, and A. J. Puppala, Stiffness of intermediate unsaturated soil from simultaneous suction-controlled resonant column and bender element testing, Eng. Geology. Elsevier B.V., 188, pp. 10–28, (2015). [Google Scholar]
  12. A. Khosravi, and J. S. McCartney, Resonant column test for unsaturated soils with suction– saturation control, Geotech. Test. J., 34(6), pp. 730–739, (2011). [Google Scholar]
  13. A. Khosravi, S. Salam, J. S. McCartney, A. Dadashi, Suction-induced hardening effects on the shear modulus of unsaturated silt, Int. J. Geomech., 16(6), p. D4016007, (2016). [CrossRef] [Google Scholar]
  14. M. Jebeli, S. M. Haeri, & A. Khosravi, Characterizing the Effect of Fines Content on the Small Strain Shear Modulus of Sand-Silt Mixtures During Hydraulic Hysteresis, In Advances in Transport. Geotech. IV (pp. 837-849). Springer, Cham, (2022). [Google Scholar]
  15. A. Khosravi, S. Ghadirian, & J. S. McCartney, Effect of subsequent drying and wetting on the small strain shear modulus of unsaturated soils, Int. J. Geolo. and Enviro. Eng., 10(2), 202-207, (2016). [Google Scholar]
  16. Khosravi, & J. S. McCartney, Impact of hydraulic hysteresis on the small-strain shear modulus of low plasticity soils, J. Geotech. Geoenvironmental Eng, 138(11), 1326-1333, (2011). [Google Scholar]
  17. M. Biglari, M. K. Jafari, et al., Shear modulus and damping ratio of unsaturated kaolin measured by new suction-controlled cyclic triaxial device, Geotech. Test. J., 34(5), pp. 525–536, (2011). [Google Scholar]
  18. M. Ghayoomi, G. Suprunenko, M. Mirshekari, Cyclic Triaxial Test to Measure Strain-Dependent Shear Modulus of Unsaturated Cyclic Triaxial Test to Measure Strain-Dependent Shear Modulus of Unsaturated Sand, Int. J. Geomech., 1;17(9):04017043. (2017). [CrossRef] [Google Scholar]
  19. M. Mojezi, M. Biglari, M. K. Jafari, I. Ashayeri, Determination of shear modulus and damping ratio of normally consolidated unsaturated kaolin, Int. J. Geotech. Eng., Taylor & Francis, pp. 1–22, (2018). [Google Scholar]
  20. S. Banar, S. M. Haeri, A. Khosravi, & M. Khosravi, Evaluation of strain dependent shear modulus and damping ratio of unsaturated silty soil during drying path with resonant-column-torsional shear, In Earthq. Geotech. Eng., (pp. 1281-1288). CRC Press, (2019). [Google Scholar]
  21. K. N. Le, and M. Ghayoomi, Cyclic direct simple shear test to measure strain-dependent dynamic properties of unsaturated sand, Geotech. Test. J., 40(3), pp. 381–395, (2017). [Google Scholar]
  22. F. Jafarzadeh, A. Ahmadinezhad, and H. Sadeghi, Effects of initial suction and degree of saturation on dynamic properties of sand at large strain, Sci. Iran., Sharif University of Technology, (2019). [Google Scholar]
  23. F. Jafarzadeh, and H. Sadeghi, Experimental study on dynamic properties of sand with emphasis on the degree of saturation, Soil Dyn. Earthq. Eng. Elsevier, 32(1), pp. 26–41, (2012). [CrossRef] [Google Scholar]
  24. Van Genuchten, M. Th., A closed‐form equation for predicting the hydraulic conductivity of unsaturated soils, J. Soil Sci., 44.5: 892-898, (1980). [CrossRef] [Google Scholar]
  25. SM. Haeri, SS. Yasrebi, Effect of amount and angularity of particles on undrained behaviour of silty sands, Sci. Irani., 6(3):188–195, (2016). [Google Scholar]
  26. M. Goudarzy, M.M. Rahman, D. König, & T. Schanz, Influence of non-plastic fines content on maximum shear modulus of granular materials. Soils Found., 56(6), 973-983. (2016). [CrossRef] [Google Scholar]
  27. V. T. A. Phan, D. H. Hsiao & P. T. L. Nguyen, Effects of fines contents on engineering properties of sand-fines mixtures, Procedia Eng., 142, 213-220, (2016). [CrossRef] [Google Scholar]
  28. J. W. Hilf, An investigation of pore-water pressure in compacted cohesive soils, University of Colorado at Boulder, (1956). [Google Scholar]
  29. R. S. Ladd, Preparing test specimens using undercompaction, Geotec. Test. J., 1(1), pp. 16–23, (1978). [CrossRef] [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.