Open Access
Issue
E3S Web Conf.
Volume 730, 2026
International Conference on Advances and Innovations in Soft Soil Engineering (Soft Soils 2026)
Article Number 01009
Number of page(s) 8
Section Field and Laboratory Testing
DOI https://doi.org/10.1051/e3sconf/202673001009
Published online 03 August 2026
  1. A. Puppala, A. Cerato, Heave distress problems in chemically-treated sulfate-laden materials. Geo-Strata 10, 28–32 (2009). [Google Scholar]
  2. J.K. Janga, K.R. Reddy, J. Schulenberg, Climate change impacts on safety of levees: A review / Impacts du changement climatique sur la securité des digues: un examen. Proc. ECSMGE 2024 (2024). https://doi.org/10.1201/9781003431749-310 [Google Scholar]
  3. L.C. Lin, C.H. Benson, Effect of wet–dry cycling on swelling and hydraulic conductivity of GCLs. J. Geotech. Geoenviron. Eng. 126, 40–49 (2000). https://doi.org/10.1061/(ASCE)1090-0241(2000)126:1(40) [Google Scholar]
  4. K.S.S. Rao, S.M. Rao, S. Gangadhara, The impact of cyclic wetting and drying on the swelling behaviour of stabilized expansive soils. Eng. Geol. 60, 223–233 (2001). https://doi.org/10.1016/S0013-7952(00)00089-3 [Google Scholar]
  5. H. Lu, J. Liu, Y. Li, Y. Dong, Heat transport and water permeability during cracking of the landfill compacted clay cover. Int. J. Geophys. 2015, 786419 (2015). https://doi.org/10.1155/2015/786419 [Google Scholar]
  6. F. Louati, H. Trabelsi, J. Mehrez, et al., Wet–dry cycles effect on the saturated hydraulic conductivity. Eur. J. Environ. Civ. Eng. 25, 1079–1098 (2018). https://doi.org/10.1080/19648189.2018.1541144 [Google Scholar]
  7. M. De Camillis, G. Di Emidio, A. Bezuijen, R.D. Verastegui-Flores, Hydraulic conductivity of modified bentonites after wet and dry cycles (2019). https://doi.org/10.1007/978-981-13-2224-2_58 [Google Scholar]
  8. J. Ivoke, M.S. Khan, et al., Unsaturated hydraulic conductivity variation measurements in expansive clay during seasonal fluctuations. Transp. Res. Rec. 2675, 663–673 (2021). https://doi.org/10.1177/03611981211011994 [Google Scholar]
  9. Z. Han, W.-L. Zou, K.-W. Fan, J. Zhang, H. Rahardjo, D.G. Fredlund, Influences of temperature and moisture fluctuations on soil shrinkage and water retention curves of compacted expansive soils. Eng. Geol. 306, 106533 (2022). https://doi.org/10.1016/j.enggeo.2022.106533 [Google Scholar]
  10. M.F. Abbas, A.A. Shaker, M.A. Al-Shamrani, Hydraulic and volume change behaviors of compacted highly expansive soil under cyclic wetting and drying. J. Rock Mech. Geotech. Eng. 15, 486–499 (2023). https://doi.org/10.1016/j.jrmge.2022.05.015 [Google Scholar]
  11. T. Ma, C. Wei, C. Yao, P. Yi, Microstructural evolution of expansive clay during drying–wetting cycle. Acta Geotech. 15(8), 2355–2366 (2020). https://doi.org/10.1007/s11440-020-00938-4 [Google Scholar]
  12. X. Xu, D. Liu, Z. Xian, F. Yang, W. Jian, X. Xu, J. Huang, Influence of Drying–Wetting Cycles on the Water Retention and Microstructure of Residual Soil. Geofluids, 1–15 (2022). https://doi.org/10.1155/2022/9948658 [Google Scholar]
  13. A.-N. Zhou, D. Sheng, J.P. Carter, Modelling the effect of initial density on soil-water characteristic curves. Géotechnique 62, 669–680 (2012). https://doi.org/10.1680/geot.10.P.120 [Google Scholar]
  14. A.R. Estabragh, B. Parsaei, A.A. Javadi, Laboratory investigation of the effect of cyclic wetting and drying on the behaviour of an expansive soil. Soils Found. 55, 304–314 (2015). https://doi.org/10.1016/j.sandf.2015.02.007 [CrossRef] [Google Scholar]
  15. C.-S. Tang, C. Zhu, Q. Cheng, H. Zeng, J.-J. Xu, B.-G. Tian, B. Shi, Desiccation cracking of soils: A review of investigation approaches, underlying mechanisms, and influencing factors. Earth-Sci. Rev. 216, 103586 (2021). https://doi.org/10.1016/j.earscirev.2021.103586 [Google Scholar]
  16. A. Coppola, H.H. Gerke, A. Comegna, A. Basile, V. Comegna, Dual-permeability model for flow in shrinking soil with dominant horizontal deformation. Water Resour. Res. 48, W08527 (2012). https://doi.org/10.1029/2011WR011376 [Google Scholar]
  17. N. Vogt, E. Birle, D. Heyer, A. Etz, Entwicklung einer neuen Versuchstechnik zur Bestimmung der Grenze zwischen halbfestem und festem Boden, (Bundesanstalt für Straßenwesen Straßenbau, Bergisch Gladbach, 2013). ISBN: 9783956060106 [Google Scholar]
  18. D.S. McIntyre, G.B. Stirk, A method for determination of apparent density of soil aggregates. Aust. J. Agric. Res. 5, 291–296 (1954). https://doi.org/10.1071/ar9540291 [Google Scholar]
  19. J.W. Sibley, D.J. Williams, A procedure for determining volumetric shrinkage of an unsaturated soil. Geotech. Test. J. 12, 181–185 (1989). https://doi.org/10.1520/GTJ10966J [Google Scholar]
  20. A. Tariq, D.S. Durnford, Soil volumetric shrinkage measurements: A simple method. Soil Sci. 155, 325–330 (1993). https://doi.org/10.1097/00010694-199305000-00003 [CrossRef] [Google Scholar]
  21. X. Peng, R. Horn, Identifying six types of soil shrinkage curves from a large set of experimental data. Soil Sci. Soc. Am. J. 77, 377–386 (2013). https://doi.org/10.2136/sssaj2011.0422 [Google Scholar]
  22. A.R. Mitchell, Soil surface shrinkage to estimate profile soil water. Irrig. Sci. 12, 1–6 (1991). https://doi.org/10.1007/BF00190702 [Google Scholar]
  23. X. Peng, R. Horn, Anisotropic shrinkage and swelling of some organic and inorganic soils. Eur. J. Soil Sci. 58, 98–107 (2007). https://doi.org/10.1111/j.1365-2389.2006.00808.x [Google Scholar]
  24. M.Th. Van Genuchten, A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci. Soc. Am. J. 44, 892–898 (1980). https://doi.org/10.2136/sssaj1980.03615995004400050002x [CrossRef] [Google Scholar]
  25. R.L. Mokwa, S.T. Nielsen, X-ray computed tomography for soil testing. Geotech. Test. J. 29, 398–405 (2006). [Google Scholar]
  26. T. Sander, H.H. Gerke, Noncontact shrinkage curve determination for soil clods and aggregates by three-dimensional optical scanning. Soil Sci. Soc. Am. J. 71, 1448–1451 (2007). https://doi.org/10.2136/sssaj2006.0372 [Google Scholar]
  27. S. Jain, Y.H. Wang, D.G. Fredlund, Non-contact sensing system to measure specimen volume during shrinkage test. Geotech. Test. J. 38, 403–412 (2015). https://doi.org/10.1520/GTJ20140274 [Google Scholar]
  28. J.M. Wong, D. Elwood, D.G. Fredlund, Use of a three-dimensional scanner for shrinkage curve tests. Can. Geotech. J. 56, 125–132 (2019). https://doi.org/10.1139/cgj-2017-0700 [Google Scholar]
  29. B.R. Lexmond, B. van Dam, C.V. Hockin, G. Erkens, J. Griffioen, E. Stouthamer, Measuring shrinkage of expansive soils using a novel automated high-frequency setup. Soil Sci. Soc. Am. J. 88, 2343–2352 (2024). https://doi.org/10.1002/saj2.20755 [Google Scholar]
  30. A.C. Amenuvor, G. Li, J. Wu, Y. Hou, W. Chen, An image-based method for quick measurement of the soil shrinkage characteristics curve of soil slurry. Geoderma 354, 114165 (2020). https://doi.org/10.1016/j.geoderma.2019.114165 [Google Scholar]
  31. S. Henke, A. Vogel, K. Reiswig, Untersuchungen zum Schrumpfverhalten bindiger Böden unter Nutzung von 3D-Laserscanning (2023). [Google Scholar]
  32. A.G. Sharanya, H. Mudavath, T. Thyagaraj, Review of methods for predicting soil volume change induced by shrinkage. Innov. Infrastruct. Solut. 6, 130 (2021). https://doi.org/10.1007/s41062-021-00485-1 [Google Scholar]
  33. D. Izdebska-Mucha, E. Wójcik, Testing shrinkage factors: Comparison of methods and correlation with index properties of soils. Bull. Eng. Geol. Environ. 72, 15–24 (2013). https://doi.org/10.1007/s10064-012-0449-0 [Google Scholar]
  34. B.A. Albrecht, C.H. Benson, Effect of desiccation on compacted natural clays. J. Geotech. Geoenviron. Eng. 127, 67–75 (2001). https://doi.org/10.1061/(ASCE)1090-0241(2001)127:1(67) [Google Scholar]
  35. E. Romero, P.H. Simms, Microstructure investigation in unsaturated soils: A review with special attention to contribution of mercury intrusion porosimetry and environmental scanning electron microscopy. Geotech. Geol. Eng. 26, 705–727 (2008). https://doi.org/10.1007/s10706-008-9204-5 [CrossRef] [Google Scholar]
  36. B.L. Kutter, Effects of capillary number, Bond number, and gas solubility on water saturation of sand specimens. Can. Geotech. J. 50, 133–144 (2013). https://doi.org/10.1139/cgj-2011-0250 [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.