1. Scaling law of static liquefaction mechanism in geocentrifuge and corresponding hydromechanical characterization of an unsaturated silty sand having a viscous pore fluid;Askarinejad;Can. Geotech. J.,2015
2. Loss of slope support due to base liquefaction: comparison of 1g and centrifuge landslide flume experiments;Beddoe;Soils Found.,2016
3. Brinkgreve, R.B.J., Engin, E., Swolfs, W.M., 2013. Plaxis 3D 2013 user manual. Delft, the Netherlands, Plaxis BV.
4. Methods of tests for soils for civil engineering purposes;British Standards Institution,1990
5. Cai, Z.Y., 2001. A comprehensive study of state-dependent dilatancy and its application in shear band formation analysis. PhD thesis, Hong Kong University of Science and Technology.