Open Access
Issue
E3S Web Conf.
Volume 195, 2020
4th European Conference on Unsaturated Soils (E-UNSAT 2020)
Article Number 03031
Number of page(s) 7
Section Experimental Evidence and Techniques
DOI https://doi.org/10.1051/e3sconf/202019503031
Published online 16 October 2020
  1. D.G. Fredlund, N.R. Morgenstern, 1977, J. of Geo. Eng. Div. 103, 447 – 466 (1977) [Google Scholar]
  2. D.G. Fredlund, H. Rahardjo, M.D. Fredlund, Unsaturated soil mechanics in engineering practice, John Wiley & Sons, (2012) [CrossRef] [Google Scholar]
  3. E. Murray, V, Sivakumar, Unsaturated soils a fundamental interpretation of soil behaviour, Wiley-Blackwell, United Kingdom (2010) [Google Scholar]
  4. O.M.D. Oliveira, P. Li, F.A.M. Marinho, S.K. Vanapalli S. K. , Ind. Geo. J. 46, 3, 299 – 308 (2016) [Google Scholar]
  5. C.L. Chen, D.F. Zhang, Y.Z. Dong, H. Chen, D.B. Yu, J.X. Xue, Chin. J. Geo. Eng., 36, 7, 1195 – 1202 (in Chinese) (2006) [Google Scholar]
  6. A. Jotisankasa, M. Coop, A. Ridley A., Géot., 59, 5, 415 – 428 (2009) [CrossRef] [Google Scholar]
  7. T.M. Thu, H. Rahardjo, E.C. Leong, J. Geo. Geoe. Eng., 132, 411 – 419 (2006) [CrossRef] [Google Scholar]
  8. S.R. Yang, H.D. Lin, W.H. Huang W. H., J. of Mech., 28, 3, 431 – 437 (2012) [CrossRef] [Google Scholar]
  9. T.Y. Chu, C.H. Mou, Transportation Research Board, Washington, D.C., 54 – 60 (1981) [Google Scholar]
  10. C.W.W. Ng, Y.W. Pang, J. Geo. Geoe. Eng., 126, 157 – 166 (2000) [CrossRef] [Google Scholar]
  11. F.A.M. Marinho, M.M. Stuermer, Geo. Spe. Pub. 99, ASCE, 25−141, (2002) [Google Scholar]
  12. S.M. Rao, K. Revanasiddappa, J. of Geo. and Geoe. Eng., 126, 85 – 90 (2003) [CrossRef] [Google Scholar]
  13. S. Tripathy, E.C. Leong, H. Rahardjo, H., From Experimental Evidence Towards Numerical Modeling of Unsaturated Soils, Weimar, Germany, 111 – 122 (2003) [Google Scholar]
  14. BS 1377-2, 1990. Soils for civil engineering: Classification tests, British Standards Institution [Google Scholar]
  15. BS 1377-4, 1990. Methods of test for soils for civil: Compaction-related tests, British Standards Institution [Google Scholar]
  16. American Society for Testing and Materials (ASTM), 2000. Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density. Designation ASTM D 4254-00. [Google Scholar]
  17. American Society for Testing and Materials (ASTM), 2000. Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table. Designation ASTM D 4253-00. [Google Scholar]
  18. K. Thermann, C. Gau, J. Tiedemann, IAEG, 1-12 (2006) [Google Scholar]
  19. ASTM D5333-92(1996), Standard Test Method for Measurement of Collapse Potential of Soils, ASTM International, West Conshohocken, PA, 1996, www.astm.org [Google Scholar]
  20. D. Karube, K. Kawai K., 2001, Geo. and Geol. Eng., 19, 3, 211 – 241 (2001) [CrossRef] [Google Scholar]
  21. M.A. Hossain, J.H. Yin J. H., Can. Geo. J., 47, 10, 1112 – 1126 (2010) [CrossRef] [Google Scholar]
  22. R.Z. Moayed, M. Alibolandi, A. Alizadeh, Int. J. of Geo. Eng., 11, 2, 11 – 8 (2012) [Google Scholar]
  23. R.F. Craig, Soil mechanics, 5th edn., Chapman and Hall, London, UK (1992) [CrossRef] [Google Scholar]
  24. B.M. Das, Fundamentals of geotechnical engineering, CENGAGE Learning, Stamford, CT (2008) [Google Scholar]
  25. S. Wheeler, D. Karube, Proceedings of the first international conference on unsaturated soils, Paris, 1323-1350 (1995) [Google Scholar]
  26. T.B. Hamid, Ph.D. thesis, University of Oklahoma, Oklahoma, United States (2005) [Google Scholar]
  27. L. Borana, J. Yin, D. Singh, S. Shukla S., Mar. and Geor. and Geo., 33, 289 – 298 (2013) [Google Scholar]

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