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Cone Penetration Test Software - NovoCPT 3.0
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. For more information visit https://novotechsoftware.com/geotechnical-software/cone-penetration-test-software
Specifications:
Version: 3.0 |
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NovoCPT software conducts cone penetration test interpretation by estimating soil properties such as friction angle, relative density, fines content, shear wave velocity, Gmax, clay sensitivity, OCR, undrained shear strength, soil behavior type (SBT), Ic, Ko and more. Other features include Soil liquefaction analysis, Shallow footing settlement/bearing analysis, Pile bearing capacity analysis (LCPC), Soil behavior types, Reports
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NovoSPT is designed for analyzing Standard Penetration Test (SPT/DCPT) blow counts and correlating N values to soil engineering properties. The following features are incorporated: Correction factors including depth, rod length, etc., Consistency classification for all soil types, Bearing capacity and settlement, Estimation of soil properties such as friction angle, modulus of elasticity, shear wave velocity, Gmax, Dr using 300 correlations.
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