
Spatial distribution of minimum initial depth (m) of potentially liquefied soil layers according to the 475 years earthquake scenario in Thessaloniki: Non-linear ground response analysis (1D) results at existing soil profiles (Senetakis, Anastasiadis, Pitilakis, 2008, "Liquefaction risk in Thessaloniki").

Full instrumentation of vertical and lateral bender elements with local strain sensors of triaxial specimen (Bishop & Wesley stress path apparatus of CityU):
Li W. and Senetakis K., (2017). "Dynamic shear modulus of three reconstituted soils from Panzhihua iron tailing dam",
Journal of Geo-Engineering (accepted for publication – May 2017).