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All issues Volume 544 (2024) E3S Web of Conf., 544 (2024) 04004 References
Open Access
Issue
E3S Web of Conf.
Volume 544, 2024
8th International Symposium on Deformation Characteristics of Geomaterials (IS-Porto 2023)
Article Number 04004
Number of page(s) 7
Section Experimental Investigations From Very Small Strains to Beyond Failure - Data Interpretation and Geotechnical Imaging
DOI https://doi.org/10.1051/e3sconf/202454404004
Published online 02 July 2024
  1. ASTM D 2435–96. “Standard test method for onedimensional consolidation properties of soils”. [Google Scholar]
  2. Casagrande, A. and R. E. Fadum. 1940. “Notes on soil testing for engineering purposes”, Cambridge, Mass., Harvard University, Soil mechanics Series No. 8. [Google Scholar]
  3. Casagrande, A. and R. E. Fadum. 1944. “Application of soil mechanics in design building foundations”, Transactions ASCE, Vol. 109: 383. [Google Scholar]
  4. Barden, L. 1965. “Consolidation of clay with non-linear viscosity”. Geotéchnique, 15 (4): 345–362. [CrossRef] [Google Scholar]
  5. Barden, L. 1969. “Time-dependent deformation of normally consolidated clays and peats”. Journal of Soil Mech. and Found. Divs. ASCE 1 (1): 1–16. [Google Scholar]
  6. Bjerrum, L. 1967. “Engineering geology of Norwegian normally-consolidated marine clays as related to settlements of buildings” Geotéchnique, 17 (2): 81–118. [Google Scholar]
  7. Crawford, C. B. 1964. “Interpretation of the consolidation test”. Journal of the Soil Mechanics and Foundations Division ASCE 90 (SM5): 87–102. [Google Scholar]
  8. Crawford, C.B. 1965. “The resistance of soil structure to consolidation”. Canadian Geotechnical Journal, Vol. 2: 90–97. [CrossRef] [Google Scholar]
  9. Crawford, C.B. 1985. “Evaluation and interpretation of soil consolidation tests”. ASTM Symposium on Consolidation Behaviour of Soils, Fort- Lauderdale. American Society for Testing Materials, Special Technical Publication 892: 71–103. [Google Scholar]
  10. Degago, S.A., G. Grimstad, H. P. Jostad and S. Nordal. 2009. “The non-uniqueness of the end-of-primary (EOP) void ratio-effective stress relationship”. Proc. 17th International Conference on Soil Mechanics and Geotechnical Engineering, 324–327. [Google Scholar]
  11. Degago, S. A., G. Grimstand, H. P. Jostad and S. Nordal. 2013. Misconceptions about the experimental substantiation of creep hypothesis A. Proc. 18th International Conference on Soil Mechanics and Geotechnical Engineering, 215–218. [Google Scholar]
  12. Diaz-Rodriguez, J. A. 1989. “Behavior of Mexico City Clay subjected to undrained repeated loading”, Canadian Geotechnical Journal 26 (1): 159–162. [CrossRef] [Google Scholar]
  13. Diaz-Rodriguez, J. A., S. Leroueil and J. D. Aleman. 1992. “Yielding of Mexico City clay and other natural clays”. ASCE J of Geotechnical Engineering, 118 (7): 981–995. [CrossRef] [Google Scholar]
  14. Diaz-Rodriguez, J. A., R. Lozano-Santa Cruz, V. M. Davila-Alcocer, E. Vallejo and P. Giron. 1998. “Physical, chemical and mineralogical properties of Mexico City sediments: a geotechnical perspective”. Canadian Geotechnical Journal, 35(4): 600–610. [CrossRef] [Google Scholar]
  15. Diaz-Rodriguez, J. A. and C. Santamarina. 2001. “Mexico City soil behavior at different strains – Observations and physical interpretation”. ASCE Journal of Geotechnical and Geoenvironmental Engineering, USA 127(9): 783–789. [Google Scholar]
  16. Diaz Rodriguez, J. A. 2003. “Characterization and engineering properties of Mexico City lacustrine soils” In Characterization and Engineering Properties of Natural Soils, Balkema Publishers, Vol. 1, 725–755. [Google Scholar]
  17. Diaz-Rodriguez, J. A. 2011. “Diatomaceous soils: monotonic behavior”. International Symposium on Deformation Characteristics of Geomaterials, Seoul, Korea [Google Scholar]
  18. Hamilton, J. J. and C. B. Crawford. 1959. “Improved determination of preconsolidation pressure of a sensitive clay”. ASTM Special Technical Publication No. 254: 254–271 [Google Scholar]
  19. Head, K. H. 1982. “Manual of Soil Laboratory Testing”. Vol. 2. Second Edition, John Wiley and Sons Inc. [Google Scholar]
  20. Ladd, C.C. 1973. “Settlement analysis for Cohesive Soils.” Research Report R71–2, No. 272, Department of Civil Engineering, Mass. Inst. of Technology, Cambridge, Mass. [Google Scholar]
  21. Ladd, C.C., R., Foot, K., Ishihara, F., Schlosser and H. G., Poulos. 1977. “Stress-deformation and strength characteristics”. 9th Int. Conf. Soil Mech. Found. Engin.: 421–494. [Google Scholar]
  22. Leonard, G.A. 1977. Panel discussion, Proceedings International Conference on Soil Mechanics and Foundations Engineering, Tokyo, Vol. 3, pp 213–218. [Google Scholar]
  23. Leonards, G. A. and B. K. Ramiah. 1959. “Time effects in the consolidation of clays,” In Papers on Soils, ASTM STP 254, American Society for Testing Materials, Philadelphia. pp. 116–130. [Google Scholar]
  24. Leroueil, S. and M. Kabbj. 1987. Discussion of “Settlement analysis of embankments on soft clay.” By G. Mesri and Y.K. Choi. Journal of Geotechnical Engineering. ASCE, 113 (9), 1067–1070. [Google Scholar]
  25. Leroueil, S. 2006. “The isotache approach. Where are we 50 years after its development by Professor Suklje? (2006 Prof. Suklje’s Memorial Lecture)”. Proceedings of the 13th Danube-European Conference on Geotechnical Engineering; Ljubljana, Vol. 1, 55–88 [Google Scholar]
  26. Mesri, G. 2003. “Primary compression and secondary compression”. Proc. Soil Behavior and Soft Ground Construction: 122–166. [Google Scholar]
  27. Mesri, G. and A. Rakhsar. 1974. “Theory of consolidation for clays”. Journal of Geotechnical Engineering Division, ASCE 100 (GT8): 889–904. [Google Scholar]
  28. Mesri, G., and Choi, Y. K. (1985). “The uniqueness of the End-Of-Primary (EOP) void ratio-effective stress relationship”. Proc. 11th Int. Conf. on Soil Mechanics and Foundation Engineering, Vol. 2, Balkema, Rotterdam, Netherlands, 587–590. [Google Scholar]
  29. Mesri, G., and Funk, J. R. (2015). “Settlement of the Kansai International Airport islands”. Journal of Geotechnical and Geoenviromental Engeneering ASCE 141(2): 1–16. [Google Scholar]
  30. Nelder, J.A. and R. Mead. 2004. “Nelder-Mead and Powell’s Method”, Chapter 8 In Numerical Methods Using MatLab, by Mathews, J. H. and Fink, K. D. Pearson, Prentice Hall, 4th Edition. [Google Scholar]
  31. Suklje, L. 1957. “The analysis of the consolidation process by the isotaches method”. 5th Int. Conf. on Soil Mech. and Found. Eng.1b/14: 200–206. [Google Scholar]
  32. Taylor, D.W. and W. Merchant. 1940. “A theory of clay consolidation for secondary compression”. Journal of Mathematics and Physics 19: 167–185. [CrossRef] [Google Scholar]
  33. Taylor, D.W. 1942. “Research on the consolidation of clays”. Massachusetts Institute of Technology, Department of Civil and Sanitary Engineering, Serial 82, Cambridge, Mass. [Google Scholar]
  34. Zeevaert, L. 1986. “Consolidation in the intergranular viscosity of highly compressible soils”. In Consolidation of Soils: Testing and Evaluation, ASTM STP 892, American Society for Testing and Materials. Philadelphia: 257–281. [Google Scholar]

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