On the role of grain shape in static liquefaction of sand–fines mixtures
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[1] Dariusz Wanatowski,et al. Static liquefaction of sand in plane strain , 2007 .
[2] E. Juarez-Badillo,et al. Undrained monotonic response of clean and silty sands , 2008 .
[3] I. Cavarretta,et al. The influence of particle characteristics on the engineering behaviour of granular materials , 2010 .
[4] Jun Yang,et al. Collapse of loose sand with the addition of fines: the role of particle shape , 2012 .
[5] Jun Yang,et al. Is the quasi-steady state a real behaviour? A micromechanical perspective , 2011 .
[6] J. Greenwood,et al. Surface Roughness and Contact: An Apology , 2001 .
[7] Non-uniqueness of flow liquefaction line for loose sand , 2002 .
[8] K. Ishihara. Liquefaction and flow failure during earthquakes. , 1993 .
[9] T. Shenthan,et al. Undrained Fragility of Clean Sands, Silty Sands, and Sandy Silts , 2002 .
[10] D. J. Hagerty,et al. One‐Dimensional High‐Pressure Compression of Granular Media , 1994 .
[11] Gonzalo Castro,et al. Factors Affecting Liquefaction and Cyclic Mobility , 1977 .
[12] J. L. Chameau,et al. Undrained Monotonic and Cyclic Strength of Sands , 1988 .