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|31-Aug-2016||Vertical ground motion and its effects on liquefaction resistance of fully saturated sand deposits||Tsaparli, V; Kontoe, S; Taborda, D; Potts, DM; Geotechnical Consulting Group|
|17-May-2017||An energy-based interpretation of sand liquefaction due to vertical ground motion||Tsaparli, V; Kontoe, S; Taborda, D; Potts, D; Geotechnical Consulting Group, et al|
|26-May-2017||Liquefaction modelling of a strong motion station in Christchurch, New Zealand||Tsaparli, V; Kontoe, S; Taborda, D; Potts, D; Geotechnical Consulting Group|
|15-Apr-2019||The effect of irregular seismic loading on the validity of the simplified liquefaction procedures||Norambuena, R; Tsaparli, V; Kontoe, S; Taborda, D; Potts, D|
|23-Apr-2019||A case study of liquefaction: demonstrating the application of an advanced model and understanding the pitfalls of the simplified procedure||Tsaparli, V; Kontoe, S; Taborda, D; Potts, D; Geotechnical Consulting Group|