NovoCPT program is developed for interpretation of Cone Penetration Test data. Analysis tools for: -Pile bearing capacity based on LCPC method -Soil liquefaction assessment including post-liquefaction lateral spreading and settlement based on Zhang and Robertson 2004 -Settlement analysis consolidation / elastic -Bearing capacity analysis Plotting all soil parameters versus depth, including soil behaviour type (SBT) based on: -Robertson 1986 (12 zones) -Robertson 1990 (9 zones) -Jefferies and Been 2006 Analyzing the data and correlating more than 35 soil parameters from CPT data Automatically detecting drill-outs and marking them on the output charts Calculating consolidation settlement Elastic settlement analysis (Schmertmann method) Advanced reporting features including selection of charts for report (see here) and more...