NovoCPT is designed for processing cone penetration test data and estimation of soil parameters such as friction angle, relative density, unit weight, fines content, shear wave velocity, Gmax, N60, clay sensitivity, OCR, undrained shear strength, soil behavior type (SBT), Ic, at-rest earth pressure coefficient Ko and more.
NovoCPT covers soil Behavior Types:
1- Robertson 1990
2- Robertson 1986
3- Jefferies & Been 2006
Engineering analysis tools:
1- Liquefaction analysis with full report and exporting the results to Excel and image formats
2- Shallow footing bearing / settlement analysis (consolidation and elastic) based on Terzaghi and Schmertmann methods, with full report and exporting the results to Excel and image formats
3- Pile bearing capacity analysis (LCPC method) with full report and exporting the results to Excel and image formats
All reports can be printed or exported to Excel or image format. The preferences page allows user choose the favorite methods for data interpretation.
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