References
- Benahmed, N. (2001). Comportement mécanique d’un sable sous cisaillement monotone et cyclique: Application aux phénomènes de liquéfaction et mobilité cyclique (Doctoral dissertation).
- Bicalho, K. V., Correia, A. G., Ferreira, S. R., Fleureau, J.-M., & Marinho, F. A. (2007). Filter paper method of soil suction measurement. In Proceedings of the XIII Panamerican Conference on Soil Mechanics and Geotechnical Engineering.
- Bishop, A. W., & Wesley, L. D. (1975). A hydraulic triaxial apparatus for controlled stress path testing. Géotechnique 25, 657–670.
- Brooks, R. H., & Corey, A. T. (1966). Properties of porous media affecting fluid flow. Journal of Irrigation and Drainage Division, 92, 61–90.
- Brown, S. F., & Snaith, M. S. (1974). The measurement of recoverable and irrecoverable deformations in the repeated load triaxial test. Géotechnique, 24, 255–259.
- Brule, S., & Javelaud, E. (2014). Le traitement contre la liquéfaction des sols en France métropolitaine. In Proceedings of JNGG2014 Conference.
- Castro, G. (1969). Liquefaction of sands. Soil Mechanics Series No. 81. Cambridge: Harvard University.
- Chaney, R. C. (1978). Saturation effects on the cyclic strength of sands. In Proceedings of the ASCE Geotechnical Engineering Division Specialty Conference, Pasadena, California.
- Cuccovillo, T., & Coop, M. R. (1997). The measurement of local axial strain in triaxial tests using LVDTs. Géotechnique, 47, 167–171.
- Delage, P. (2008). Experimental unsaturated soil mechanics. In Proceedings of 3rd Int. Conf. on Unsaturated Soils, UNSAT’2002.
- Delage, P., & Cui, Y.-J. (2000). L’eau dans les sols non saturés. Techniques de l'ingénieur, Construction, C301.
- Delage, P., & Cui, Y.-J. (2001). Comportement mécanique des sols non saturés, Techniques de l'ingénieur, Construction, C302.
- Fredlund, D. G. (1996). The emergence of unsaturated soil mechanics. Texas: Revue Canadienne de Géotechnique.
- Fredlund, D.G., & Rahardjo, H. (1993). Soil mechanics for unsaturated soils. New York: Wiley.
- Hoyos, L. R., Laloui, L., & Vassallo, R. (2008). Mechanical testing in unsaturated soils. Geotechnical & Geological Engineering, 26, 675–689.
- Ishihara, K., & Koga, Y. (1981). Case studies of liquefaction in the 1964 Niigata earthquake. Soil and Foundations, 21, 33–52.
- Kamata, T., Tsukamoto, Y., Tatsuoka, F., & Ishihara, K. (2007). Possibility of undrained flow in suction-developed unsaturated sandy soils in triaxial. In Proceedings of the 4th International Conference on Earthquake Geotechnical Engineering.
- Kazama, M., & Unno, T. (2007). Earthquake-induced mudflow mechanism from a viewpoint of unsaturated soil dynamics. In Experimental Unsaturated Soil Mechanics, 112 Springer Proceedings in Physics (pp. 437–444).
- Morvan, M., Vernay, M., & Breul, P. (2016). Study of the variation of B with Sr. In Proceedings of the 3rd European Conference on Unsaturated Soils – “E-UNSAT 2016” (p. 10003).
- Mulilis, J. P., Seed, H. B., Chan, C. K., Mitchell, J. K., & Arulanandan, K. (1977). Effects of sample preparation on sand liquefaction. Journal of the Geotechnical Engineering Division, 103(GT2), 91–108.
- Nazaroff, W. (1992). Radon transport from soil to air. Reviews of Geophysics, 30.
- Nicot, F., Hadda, N., Bourrier, F., Sibille, L., & Darve, F. (2011). Failure mechanisms in granular media: A discrete element analysis. Granular Matter, 13, 255–260.
- Nova, R. (1994). Controllability of the incremental response of soil specimens subjected to arbitrary loading programmes. Journal of the Mechanical Behavior of Biomedical Materials, 5, 193–202.
- Okamura, and Soga. (2006). Effect of pore fluid compressibility on liquefaction resistance of partially saturated sand. Soil and Foundations, 46, 695–700.
- Raghunandan, M. E., & Juneja, A. (2011). A study on the liquefaction resistance and dynamic properties of de-saturated sand. EJGE, 16, 109–122.
- Salager, S. (2007). Etude de la rétention d’eau et de la consolidation des sols dans un cadre thermo-hydro-mécanique (Doctoral dissertation).
- Schubert, H., Herrmann, W., & Rumpf, H. (1975). Deformation behaviour of agglomerates under tensile stress. Powder Technology, 11(2), 121–131.
- Sherif, M. A., Ishibashi, I., & Tsuchiya, C. (1977). Saturation effects on initial soil liquefaction. Journal of the Geotechnical Engineering Division, 103, 914–917.
- Skempton, A. W. (1954). The pore-pressure coefficients A and B. Géotechnique, 4, 143–147.
- Tsukamoto, Y., Kawabe, S., Matsumoto, J., & Hagiwara, S. (2014). Cyclic resistance of two unsaturated silty sands against soil liquefaction. Soil and Foundations, 54, 1094–1103.
- Unno, T. (2008). Liquefaction potential assessment for unsaturated soil based on liquefaction mechanism of unsaturated sand. In Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China.
- Unno, T., Kazama, M., Sento, N., & Uzuoka, R. (2006). Cyclic shear behavior of unsaturated volcanic sandy soil under various suction conditions. In Proceedings of the 4th Int. Conf. on Unsaturated Soils (pp. 1133–1144).
- Yoshimi, Y., & Osterberg, O. (1963). Compression of partially saturated cohesive soils. Journal of the Soil Mechanics and Foundations Division, 89.