Open Access
E3S Web of Conf.
Volume 382, 2023
8th International Conference on Unsaturated Soils (UNSAT 2023)
Article Number 06011
Number of page(s) 6
Section Understanding the Effect of Climate Change on the Environment and Infrastructure Through Unsaturated Soil Behavior
Published online 24 April 2023
  1. C.R.I. Clayton, Geotech., Stiffness at small strain: research and practice. 61(1): p. 5–37. (2011) [Google Scholar]
  2. K. Dong, D. Connolly, O. Laghrouche, P. Woodward, C. Ho, and P. Alves Costa, The Effect of Soil Non-linearity on Mixed Traffic Railway Lines: Passenger vs Freight Loads, in Proceedings of GeoShanghai 2018 International Conference: Transportation Geotechnics and Pavement Engineering. p. 227–236. (2018) [Google Scholar]
  3. C. Walker, A. Heitor, and B. Clarke, Appl. Sci., Influence of Weather-Driven Processes on the Performance of UK Transport Infrastructure with Reference to Historic Geostructures. 12(15): p. 7461. (2022) [Google Scholar]
  4. J.C. Santamarina, Soil Behavior at the Microscale: Particle Forces, in Soil Behavior and Soft Ground Construction. p. 25–56. (2003) [Google Scholar]
  5. W.R. Whalley, M. Jenkins, and K. Attenborough, Soil Tillage Res., The velocity of shear waves in unsaturated soil. 125: p. 30–37. (2012) [Google Scholar]
  6. C.W.W. Ng, J.X. Xu, and S. Y.Yung, Can. Geotech. J., Effects of wetting–drying and stress ratio on anisotropic stiffness of an unsaturated soil at very small strains. 46(9): p. 1062–1076. (2009) [Google Scholar]
  7. C.W.W. Ng and J. Xu, Can. Geotech. J., Effects of current suction ratio and recent suction history on small-strain behaviour of an unsaturated soil. 49(2): p. 226–243. (2012) [Google Scholar]
  8. A. Khosravi and J.S. McCartney, J. Geotech. Geoenviron. Eng., Impact of Hydraulic Hysteresis on the Small-Strain Shear Modulus of Low Plasticity Soils. 138(11): p. 1326–1333. (2012) [Google Scholar]
  9. T.P. Ngoc, B. Fatahi, and H. Khabbaz, Int. J. Geomech., Impacts of Drying-Wetting and Loading-Unloading Cycles on Small Strain Shear Modulus of Unsaturated Soils. 19(8): p. 04019090. (2019) [Google Scholar]
  10. A. Heitor, B. Indraratna, and C. Rujikiatkamjorn, Geotech., The role of compaction energy on the small strain properties of a compacted silty sand subjected to drying–wetting cycles. 65(9): p. 717–727. (2015) [Google Scholar]
  11. R.A. Stirling, D.G. Toll, S. Glendinning, P.R. Helm, A. Yildiz, P.N. Hughes, and J.D. Asquith, Geotech., Weather-driven deterioration processes affecting the performance of embankment slopes. 71(9): p. 1–13. (2020) [Google Scholar]
  12. A. Azizi, G. Musso, and C. Jommi, Can. Geotech. J., Effects of repeated hydraulic loads on microstructure and hydraulic behaviour of a compacted clayey silt. 57(1): p. 100–114. (2019) [Google Scholar]
  13. A. Azizi, G. Musso, C. Jommi, and R. Cosentini, Evolving fabric and its impact on the shearing behaviour of a compacted clayey silt exposed to drying-wetting cycles, in 7th International Conference on Unsaturated Soils. (2018) [Google Scholar]
  14. P. Liu, R.-P. Chen, K. Wu, and X. Kang, J. Mater. Civ. Eng., Effects of Drying-Wetting Cycles on the Mechanical Behavior of Reconstituted Granite- Residual Soils. 32(8): p. 04020199. (2020) [Google Scholar]
  15. Z. Cheng and E. Leong, Geotech. Test. J., A Hybrid Bender Element–Ultrasonic System for Measurement of Wave Velocity in Soils. 37: p. 20120158. (2014) [Google Scholar]
  16. E.-C. Leong, S.-H. Yeo, and H. Rahardjo, Can. Geotech. J., Measurement of wave velocities and attenuation using an ultrasonic test system. 41(5): p. 844–860. (2004) [Google Scholar]
  17. K. Nakagawa, K. Soga, and J.K. Mitchell, J. Geotech. Eng-ASCE., Pulse Transmission System for Measuring Wave Propagation in Soils. 122(4): p. 302–308. (1996) [Google Scholar]
  18. A. Heitor, Assessment of post-compaction characteristics of an unsaturated silty sand, in School of Civil, Mining and Environmental Engineering. 2013, University of Wollongong. [Google Scholar]
  19. British Standards Institution, Methods of test for soils for civil engineering purposes. Classification tests and determination of geotechnical properties. 2022, BSI: London. [Google Scholar]
  20. ASTM D5298–10, Standard test method for measurement of soil potential (suction) using filter paper 2010, ASTM International West Conshohocken, PA, USA. [Google Scholar]
  21. V. Genuchten, Soil Sci. Soc. Am. J., A closed-form Eq. for predicting the hydraulic conductivity of unsaturated soils. 44: p. 892–898. (1980) [Google Scholar]
  22. V.K.S. Thakur, S. Sreedeep, and D.N. Singh, Geotechnical & Geological Engineering, Laboratory Investigations on Extremely High Suction Measurements for Fine-grained Soils. 24(3): p. 565–578. (2006) [Google Scholar]
  23. S.S. Agus and T. Schanz. Errors in Total Suction Measurements. 2007. Berlin, Heidelberg: Springer Berlin Heidelberg. [Google Scholar]
  24. G.S. Campbell, D.M. Smith, and B.L. Teare. Application of a Dew Point Method to Obtain the Soil Water Characteristic. 2007. Berlin, Heidelberg: Springer Berlin Heidelberg. [Google Scholar]
  25. R. Arulnathan, R.W. Boulanger, and M. Riemer, Geotech. Test. J., Analysis of Bender Element Tests. 21: p. 120–131. (1998) [Google Scholar]
  26. N.T. Pham, Experimental Study on the Small Strain Shear Modulus of Unsaturated Soils. 2020. [Google Scholar]
  27. S. Vanapalli, M. Nicotera, and R. Sharma, Geotech. Geol. Eng., Axis Translation and Negative Water Column Techniques for Suction Control. 26: p. 645–660. (2008) [Google Scholar]
  28. D. Hillel, Introduction to Environmental Soil Physics, ed. D. Hillel. 2003, Burlington: Academic Press. [Google Scholar]
  29. R. Thom, R. Sivakumar, V. Sivakumar, E.J. Murray, and P. Mackinnon, Geotech., Pore size distribution of unsaturated compacted kaolin: the initial states and final states following saturation. 57(5): p. 469–474. (2007) [Google Scholar]
  30. M. Ltifi, T. Abichou, and J. Tisot, Geotech. Geol. Eng., Effects of Soil Aging on Mechanical and Hydraulic Properties of a Silty Soil. 32. (2014) [Google Scholar]
  31. L.F. Vesga, J. Geotech. Geoenviron. Eng., Equivalent Effective Stress and Compressibility of Unsaturated Kaolinite Clay Subjected to Drying. 134(3): p. 366–378. (2008) [Google Scholar]
  32. H. Nowamooz, E. Jahangir, F. Masrouri, and J.-P. Tisot, Engineering Geology, Effective stress in swelling soils during wetting drying cycles. 210: p. 33–44. (2016) [Google Scholar]

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