References
- Amini, F., & Qi, G. Z. (2000). Liquefaction testing of stratified silty sands. Journal of Geotechnical and Geoenvironmental Engineering, 126(3), 208–217. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:3(208)
- Benahmed, N. (2001). Comportement mécanique d’un sable sous cisaillement monotone et cyclique: application aux phénomènes de liquéfaction et de mobilité cyclique [Thèse de doctorat]. Ecole National des Ponts et Chaussées.
- Bouferra, R., & Shahrour, I. (2004). Influence of fines on the resistance to liquefaction of a clayey sand. Proceedings of the Institution of Civil Engineers - Ground Improvement, 8(1), 1–5. https://doi.org/10.1680/grim.2004.8.1.1
- Canou, J., El Hachem, M., & Kattan, A. (1990). Propriétés de liquéfaction statique d’un sable lâche. 25° Colloque du Groupe Français de Rhéologie.
- Castro, J. (1969). Liquefaction of sands [PhD thesis, Harvard Soil Mechanics Series n°81] (112 p.). Harvard University.
- Chang, N. Y., Yeh, S. T., & Kaufman, L. P. (1982). Liquefaction potential of clean and silty sands. Proceedings, 3rd International Earthquake Microzonation Conferencvol 2. Seattle, USA, pp 1017–1032.
- Derakhshandi, M., Rathje, E. M., Hazirbaba, K., & Mirhosseini, S. M. (2008). The effect of plastic fines on the pore pressure generation characteristics of saturated sands. Soil Dynamics and Earthquake Engineering, 28(5), 376–386. https://doi.org/10.1016/j.soildyn.2007.07.002
- Dezfulian, H. (1984). Effects of silt content on dynamic properties of sandy soils. Proceedings, 8th World Conference on Earthquake Engineering (pp. 63–70). Prentice-Hall.
- Ghahremani, M., & Ghalandarzadeh, A. (2006). Effect of plastic fines on cyclic resistance of sands. In Geotechnical Special Publication, Number 150, (pp. 406–412), Shanghai.
- Ishihara, K. (1996). Soil behavior in earthquake geotechnics. Oxford University Press.
- Ishihara, K., & Yasuda, S. (1975). Sand liquefaction in hollow cylinder torsion under irregular excitation. Soils and Foundations, 15(1), 45–59. https://doi.org/10.3208/sandf1972.15.45
- Kien, N. T. (2014). Etude Expérimantale du comportement instable d'un sable silteux: Application aux digues de protection. Thèse de Doctorat.
- Koester, J. P. (1994). The influence of fine type and content on cyclic resistance. Ground failures under seismic conditions. Geotechnical, 44, 17–33.
- Konrad, J.-M. (1990). Minimum undrained strength of two sands. ASCE Journal of Geotechnical Engineering, 116(6), 932–947.
- Kuerbis, R., & Vaid, Y. P. (1988). Sand sample preparation-The slurry deposition method. Soils and Foundations, 28(4), 107–118. https://doi.org/10.3208/sandf1972.28.4_107
- Lade, P. V. (1989). Experimental observations of stability, instability, and shear planes in granular materials. Ingenieur-Archiv, 59(2), 114–123. https://doi.org/10.1007/BF00538365
- Muhammed, R. (2015). Étude en chambre d'étalonnage du frottement sol-pieu sous grands nombres de cycles. Application au calcul des fondations profondes dans les sols fins saturés [Thèse de Doctorat]. Université Pierre et Marie Curie.
- Murthy, T. G., Loukidis, D., Carraro, J. A. H., Prezzi, M., & Salgado, R. (2007). Undrained monotonic response of clean and silty sands. Géotechnique, 57(3), 273–288. https://doi.org/10.1680/geot.2007.57.3.273
- Okashi, Y. (1970). Effects of sand compaction on liquefaction during Tokachioki earthquake. Soils and Foundations, 10(2), 112–128.
- Papadopoulou, A., & Tika, T. (2008). The effect of fines on critical state and liquefaction resistance characteristics of non-plastic silty sands. Soils and Foundations, 48(5), 713–725. https://doi.org/10.3208/sandf.48.713
- Papadopoulou, A. I., & Tika, T. M. (2016). The effect of fines plasticity on monotonic undrained shear strength and liquefaction resistance of sands. Soil Dynamics and Earthquake Engineering, 88, 191–206. https://doi.org/10.1016/j.soildyn.2016.04.015
- Park, S. S., & Kim, Y. S. (2013). Liquefaction resistance of sands containing plastic fines with different plasticity. Journal of Geotechnical and Geoenvironmental Engineering, 139(5), 825–830. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000806
- Polito, C. (1999). The effects of non-plastic and plastic fines on the liquefaction of sandy soils [PhD thesis] (274 p.). Verginia Polytechnic Institute.
- Rahman, M. M., Lo, S. R., & Gnanendran, C. T. (2008). On equivalent granular void ratio and steady state behaviour of loose sand with fines. Canadian Geotechnical Journal, 45(10), 1439–1456.
- Seed, H. B., & Idriss, I. M. (1982). Ground motions and soil liquefaction during earthquakes. Earthquake Engineering Research Institute.
- Seif El Dine, B., Dupla, J. C., Frank, R., Canou, J., & Kazan, Y. (2010). Mechanical characterization of matrix coarse-grained soils with a large-sized triaxial device. Canadian Geotechnical Journal, 47(4), 425–438. https://doi.org/10.1139/T09-113
- Stamatopoulos, C. A. (2010). An experimental study of the liquefaction strength of silty sands in terms of the state parameter. Soil Dynamics and Earthquake Engineering, 30(8), 662–678. https://doi.org/10.1016/j.soildyn.2010.02.008
- Thevanayagam, S. (1998). Effect of fines and confining stress on undrained shear strength of silty sands. Journal of Geotechnical and Geoenvironmental Engineering, 124(6), 479–491. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:6(479)
- Thevanayagam, S., & Martin, G. R. (2002). Liquefaction in silty soils — screening and remediation issues. Soil Dynamics and Earthquake Engineering, 22(9), 1035–1042.
- Tokimatsu, K., & Yoshimi, Y. (1983). Empirical correlation of soil liquefaction based on SPT N-value and fines content. Japanese Society of Soil Mechanics and Foundation Engineering, 23(4), 56–74.
- Westman, A. E., & Hugill, H. (1930). The packing of particles. Journal of the American Ceramic Society, 13(10), 767–779. https://doi.org/10.1111/j.1151-2916.1930.tb16222.x
- Yang, S. L., Sandven, R., & Grande, L. (2006). Instability of sand–silt mixtures. Soil Dynamics and Earthquake Engineering, 26(2–4), 183–190. https://doi.org/10.1016/j.soildyn.2004.11.027