ScanCPT 5.0

Program ScanCPT allows automatic reading of numerical values of qc cone resistance directly from probing graph to Excel.

  • The program enables automatic reading of numerical values of CPT probing graph directly from a PDF file and other graphic files (PNG, JPG, BMP, GIF).
  • After clicking on the probing graph, the numerical values are completely automatically read and saved directly to Excel.
  • Cone resistance read from the probing graph are real values, which enable to carry out calculations of pile bearing capacity and pile settlement without the need to average the soil parameters.

Scope of calculations

  • automatic reading of numerical values of CPT probing directly from a PDF file
  • edition of read values (adding, moving, removing points) using the graphical interface
  • save the numerical values of qc cone resistance to Excel
  • calculating the shear strength of cohesive soil

1. Open CPT probing file and scale the graph by indicating the characteristic value of qc and Z

2. Division of soil profile for cohesive and non-cohesive layers using the graphical interface

3. Automatic reading of numerical values of qc cone resistance after clicking on the probing curve

4. Save of read numerical values to Excel and calculating of the shear strength of cohesive soil