Open Access
Issue
E3S Web Conf.
Volume 9, 2016
3rd European Conference on Unsaturated Soils – “E-UNSAT 2016”
Article Number 14002
Number of page(s) 6
Section Mechanical Behaviour
DOI https://doi.org/10.1051/e3sconf/20160914002
Published online 12 September 2016
  1. N.Y. Chang, Liquefaction susceptibility of fine-grained soils preliminary study report, Colorado University at Denver Dept of Civil and Urban Engineering (1987).
  2. W.R. Hansen, Effect of the earthquake of March 27, 1964 at Anchorage, Alaska, U.S. Geological Survey Professional Paper (1965)
  3. S. Yasuda, K. Harada, K. Ishikawa and Y. Kanemaru, Characteristics of liquefaction in Tokyo Bay area by the 2011 Great East Japan Earthquake, Soils and Foundations, 52, 793–810 (2012). [CrossRef]
  4. M.A. Sherif, I. Ishibashi and C. Tsuchiya, Saturation effect on initial soil liquefaction, Journal of the Geotechnical Engineering Division, 103, 914–917 (1977).
  5. R.C. Chaney, Saturation effects on the cyclic strength of sands, Volume 1 of earthquake engineering and soil dynamics. Proceedings of the ASCE Geotechnical Engineering Division Specialty Conference, California (1978).
  6. M. Okamura and Y. Soga, Effect of pore fluid compressibility on liquefaction resistance of partially saturated sand, Soils and Foundations, 46, 695–700 (2006). [CrossRef]
  7. Y.J. Cui and P. Delage, Mécanique des sols non saturés, Techniques de l’ingénieur, 2000.
  8. Y.J. Cui, Etude du comportement d’un limon compacté non saturé et de sa modélisation dans un cadre élasto-plastique, Thèse de Doctorat, ENPC (1993).
  9. D.G. Fredlund and H. Rahardjo, Soil mechanics for unsaturated soils (1993). [CrossRef]
  10. Y. Yoshimi, K. Tanaka and K. Tokimatsu, Liquefaction resistance of partially saturated sand, Soils and Foundations, 29, 157–162 (1989). [CrossRef]
  11. A. Arab, I. Sharour and L. Lancelot, A laboratory study of liquefaction of partially saturated sand, Journal of Iberian Geology, 37, 29–36 (2011). [CrossRef]
  12. P.V. Lade and S.B. Hernandez, Membrane penetration effects in undrained tests, Journal of the Geotechnical Engineering Division, 103, 109–125 (1977).
  13. T. Unno, M. Kazama, N. Sento and R. Uzuoka, Cyclic shear behavior of unsaturated volcanic sandy soil under various suction conditions, The 4th International Conference on Unsaturated Soils, Arizone, U.S.A. (2006).
  14. T. Unno, M. Kazama, R. Uzuoka and N. Sento, Liquefaction of unsaturated sand considering the pore air pressure and volume compressibility of the soil particle skeleton, Soils and Foundations, 48, 87–99 (2008). [CrossRef]
  15. J.C. Dupla, Application de la solicitation d’expansion de cavité cylindrique à l’évaluation des caractéristiques de liquéfaction d’un sable, Thèse de Doctorat, ENPC (1995).
  16. N. Benahmed, Comportement mécanique d’un sable sus cisaillement monotone et cyclique : application aux phénomènes de liquéfaction et mobilité cyclique, Thèse de Doctorat, ENPC (2001).
  17. A. W. Bishop and L. D. Wesley A hydraulic triaxial apparatus for controlled stress path testing, Geotechnique, 25, 657–670 (1975). [CrossRef]
  18. ASTM 1992. Standard test method for measurement of soil potential (suction) using filter paper. Annual Book of ASTM Standards, vol.15.09.
  19. K.V. Bicalho, A. Gomes Correia, S. Ferreira, J.M. Fleureau and F.A.M. Marinho, Filter paper method of soil suction measurement, Panamerican Conference on Soil Mechanics and Geotechnical Engineering (2007).
  20. M. Aubertin, M. Mbonimpa, B. Buissière and R.P. Chapuis, A model to predict the water retention curve from basic geotechnical properties, Canadian Geotechnical Journal, 40, 1104–1122 (2003). [CrossRef]
  21. R.H. Brooks and A.T. Corey, Hydraulic properties of porous media and their relation to drainage design, Transactions of the ASAE (1964)

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.