Open Access
Issue
E3S Web Conf.
Volume 730, 2026
International Conference on Advances and Innovations in Soft Soil Engineering (Soft Soils 2026)
Article Number 01006
Number of page(s) 6
Section Field and Laboratory Testing
DOI https://doi.org/10.1051/e3sconf/202673001006
Published online 03 August 2026
  1. M.C. Ervin, N.D. Benson, J.R. Morgan, N. Pavlovic, Melbourne’s Southbank Interchange: a permanent excavation in compressible clay, Can. Geotech. J. 41(5), 861–876, (2004). https://doi.org/10.1139/t04-043. [Google Scholar]
  2. M.C. Ervin, Engineering properties of Quaternary age sediments of the Yarra Delta, in: Eng. Geol. Melb., Routledge, pp. 245–259, (2018). [Google Scholar]
  3. M.C. Ervin, J.R. Morgan, Groundwater control around a large basement, Can. Geotech. J. 38(4), 732–740, (2001). https://doi.org/10.1139/t01-011. [Google Scholar]
  4. M.C. Ervin, Engineering Properties of Coode Island Silt, 1996. Golder Associates Pty. Ltd. MCE/dl/96036. [Google Scholar]
  5. D. King, A. Bouazza, J. Gniel, H. Bui, New insight into the compressibility and structured nature of coode island silt, Aust. Geomech. 51(2), 45–62, (2016). [Google Scholar]
  6. T. Lunne, T. Berre, S. Strandvik, Sample disturbance effects in soft low plastic Norwegian clay, in: Symp. Recent Dev. Soil Pavement Mech. Coord. Do Aperf. Pessoal Niv. Super. CNPq-Conselho Nac. Desenvolv. Cient. a Tecnol. FAPERJ-Fundacao Ampora a Pesqui. Do Estado D, 1997. [Google Scholar]
  7. H. Tanaka, P. Sharma, T. Tsuchida, M. Tanaka, Comparative study on sample quality using several types of samplers, Soils Found. 36(2), 57–68, (1996). https://doi.org/10.3208/sandf.36.2_57. [Google Scholar]
  8. B. Di Buò, J. Selänpää, T.T. Länsivaara, M. D’Ignazio, Evaluation of sample quality from different sampling methods in Finnish soft sensitive clays, Can. Geotech. J. 56(8), 1154–1168, (2019). https://doi.org/10.1139/cgj-2018-0066. [Google Scholar]
  9. J.T. DeJong, C.P. Krage, B.M. Albin, D.J. DeGroot, Work-based framework for sample quality evaluation of low plasticity soils, J. Geotech. Geoenvironmental Eng. 144(10), 4018074, (2018). https://doi.org/10.1061/(ASCE)GT.1943-5606.0001941. [Google Scholar]
  10. M.N. Nawaz, S.H. Chow, M. Miri Disfani, Sampling Disturbance Effects on Deformation and Strength Properties of Coode Island Silt, Can. Geotech. J. 00, 1–20, (2026). https://doi.org/10.1139/cgj-2025-0787. [Google Scholar]
  11. T. Shogaki, M. Kaneko, Effects of sample disturbance on strength and consolidation parameters of soft clay, Soils Found. 34(3), 1–10 (1994). https://doi.org/10.3208/sandf1972.34.3_1. [Google Scholar]
  12. H.A. Amundsen, V. Thakur, Storage duration effects on soft clay samples, Geotech. Test. J. 42(4), 1031–1054, (2019). https://doi.org/10.1520/GTJ20170426. [Google Scholar]
  13. M. Bozozuk, Effect of sampling, size, and storage on test results for marine clay, in: Sampl. Soil Rock, ASTM International, 1971. [Google Scholar]
  14. K. Ouyang, J. Pineda, Storage effects on tube specimens of a highly plastic marine clay, Can. Geotech. J. 63, 1–16, (2026). https://doi.org/10.1139/cgj-2024-0706. [Google Scholar]
  15. Humza Tariq and Mihiri Priyanwada Ratnaweera, Sample disturbance effects on the deformation properties of Coode Island Silt, 2022. EMI Capstone Final Report (ENGR90038). [Google Scholar]
  16. D.E. Becker, J.H.A. Crooks, K. Been, M.G. Jefferies, Work as a criterion for determining in situ and yield stresses in clays, Can. Geotech. J. 24(4), 549–564, (1987). https://doi.org/10.1139/t87-070. [Google Scholar]
  17. G. Rocchi, G. Vaciago, M. Fontana, M. Da Prat, Understanding sampling disturbance and behaviour of structured clays through constitutive modelling, Soils Found. 53(2), 315–334, (2013). https://doi.org/10.1016/j.sandf.2013.02.011. [Google Scholar]
  18. M.J. Hvorslev, Subsurface exploration and sampling of soils for civil engineering purposes, (1949). [Google Scholar]
  19. I. Mataic, D. Wang, L. Korkiala-Tanttu, Effect of destructuration on the compressibility of Perniö clay in incremental loading oedometer tests, Int. J. Geomech. 16(1), 4015016, (2016). https://doi.org/10.1061/(ASCE)GM.1943-5622.0000486. [Google Scholar]
  20. M. Long, The 2nd Hanrahan Lecture: Geotechnical properties of Irish compressible soils, Q. J. Eng. Geol. Hydrogeol. 53, 475–522, (2020). https://doi.org/10.1144/qjegh2018-144. D.J. DeGroot, C.C. Ladd, Site characterization for cohesive soil deposits using combined in situ and laboratory testing, in: Geotech. Eng. State Art Pract. Keynote Lect. from GeoCongress, pp. 565–607, 2012. [Google Scholar]
  21. T. Lunne, J.J.M. Powell, P.K. Robertson, Cone penetration testing in geotechnical practice, CRC press, 2002. https://doi.org/10.1201/9781482295047. [Google Scholar]
  22. M. Long, G. Gudjonsson, S. Donohue, K. Hagberg, Engineering characterisation of Norwegian glaciomarine silt, Eng. Geol. 110(3-4), 51–65, (2010). https://doi.org/10.1016/j.enggeo.2009.11.002. [Google Scholar]
  23. G.T. Lim, J. Pineda, N. Boukpeti, J.A.H. Carraro, A. Fourie, Effects of sampling disturbance in geotechnical design, Can. Geotech. J. 56(2), 275–289, (2019). https://doi.org/10.1139/cgj-2018-0016. [Google Scholar]

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