Open Access
Issue
E3S Web of Conf.
Volume 382, 2023
8th International Conference on Unsaturated Soils (UNSAT 2023)
Article Number 16005
Number of page(s) 6
Section Partial Saturation and Tailings
DOI https://doi.org/10.1051/e3sconf/202338216005
Published online 24 April 2023
  1. J.L. Briaud, Geotechnical Engineering: Unsaturated and Saturated Soils, John Wiley & Sons, New York, (2013) [CrossRef] [Google Scholar]
  2. J. Knappett, R.F. Craig, Craig’s soil mechanics, 8th edition, Spon Press, Abingdon, Oxon, (2012) [Google Scholar]
  3. M. Xiao, D. Barreto, Geotechnical engineering design, Wiley Blackwell, West Sussex, United Kingdom, (2015) [Google Scholar]
  4. M. Carter, S.P. Bentley, Soil properties and their correlations, 2nd edition, Wiley, Newark, (2016) [CrossRef] [Google Scholar]
  5. P.L. Rochelle, J. Sarrailh, F. Tavenas, M. Roy, S. Leroueil, Causes of sampling disturbance and design of a new sampler for sensitive soils., Canadian Geotechnical Journal, 18, 52–66, (1981) [CrossRef] [Google Scholar]
  6. G. Blight, Geotechnical engineering for mine waste storage facilities, CRC Press, Boca Raton Fla, (2010) [Google Scholar]
  7. M.M. Baligh, A.S. Azzouz, C.T. Chin, Disturbances due to “ideal” tube sampling., Journal of geotechnical engineering, 113, 739–757, (1987) [CrossRef] [Google Scholar]
  8. EN 1997–2 (English): Eurocode 7: Geotechnical design – Part 2: Ground investigation and testing, The European Union, Brussels, (2007) [Google Scholar]
  9. T. Davis, Geotechnical testing, observation, and documentation, 2nd edition, American Society of Civil Engineers, Reston, VA, (2008) [CrossRef] [Google Scholar]
  10. W.A. Take, M.D. Bolton, A new device for the measurement of negative pore water pressures in centrifuge models, in International Conference on Physical Modelling Geotechnics, St John’s, Newfoundland, 89–94, (2002) [Google Scholar]
  11. S. W. Jacobsz, Tuks Tensiometer Measures to –1.7 Mega Pascal, Civil Engineering, 27, 24–26, (2019) [Google Scholar]
  12. S.W. Jacobsz, Low cost tensiometers for geotechnical applications., In Physical Modelling in Geotechnics, 305–310, CRC Press, Boca Raton Fla, (2018) [Google Scholar]
  13. T. Shogaki, Mechanism of Sample Disturbance Caused by Tube Penetration: Model Tests on Toyoura Sand, Soils and Foundations, 57, 527–542, (2017) [CrossRef] [Google Scholar]
  14. International Organization for Standardization (ISO). ISO 13320: Particle size analysis – Laser diffraction methods., Geneva, ISO, (2020) [Google Scholar]
  15. American Society for Testing and Materials (ASTM). ASTM D5550–14: Standard Test Method for Specific Gravity of Soil Solids by Gas Pycnometer., West Conshohocken, ASTM, (2014) [Google Scholar]
  16. American Society for Testing and Materials (ASTM). ASTM D4253–16: Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table., West Conshohocken, ASTM, (2016) [Google Scholar]
  17. American Society for Testing and Materials (ASTM). ASTM D4254–00: Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density., West Conshohocken, ASTM, (2000) [Google Scholar]
  18. British Standards Institution (BSI). 1997–2:2007, BS 1377–5: Methods of test for soils for civil engineering purposes – compressibility, permeability and durability tests. Milton Keynes, BSI, (2007) [Google Scholar]
  19. American Society for Testing and Materials (ASTM). ASTM D2487–11: Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)., West Conshohocken, ASTM, (2011) [Google Scholar]

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