In‐situ and laboratory methods for liquefaction hazard assessment

Considering liquefaction as one of the geotechnical instabilities (problems), which increase damages during strong earthquakes, there are different approaches available for assessment of its potential. The study presents the investigations and results on the evaluation of the potential of liquefiable soil layers at location where new business ‐ residential complex is planned to be built. Results from the performed in situ investigations (SPT, CPT) and laboratory experiments provide valuable contribution regarding the evaluation of liquefaction hazard at the location with medium to high seismicity and non‐homogenous soil condition. Furthermore, recommendations are given for the proper depth as a foundation level of the structures that are planned to be built on this site. Methodology applied in this study points out the necessity of attention and precaution to deliver conclusions for potential of liquefaction in urban areas.