- A -

Angle of friction

Autoupdate

Average – deviation

Average + deviation

- C -

Calibrate raster image

Category

Characteristic parameters

Cohesionless

Cohesive

Compression index

consolidation coefficient

Conversion Tables

Copyright

Correlations

CPT

CPTE

CPTU

Customer technical support

CvSoil

- D -

Data Entry

Database

Deep foundations

Delete raster image

Depth

IconInsert new test
IconData entry

- E -

Electric cone

Equipment

- F -

FAQ

Forces conversion

- G -

General Data

Graphic

- H -

Help

- I -

Import raster image

Inclination (%)

Insert test

- L -

Layer

Liquefaction potential

- M -

Maximum value

Mechanical cone

Minimum average

- N -

new test

Normal distribution R.C

Normal distribution R.N.C

- O -

OCR

Oedometric modulus

Output

- P -

Permeability

physical characteristics

Piezocone

Pressures conversion

Process

- R -

Raster images

Relative density

Reprocess

- S -

SCPTU

section

Shallow foundations

Shear deformation modulus

Side reading

slope inclination

Soil classification

Static seismic piezocone penetration test

Statistical analysis

Step

Stratigraphy

Stratigraphy on equipment step

Subsoil categories

Subsoil determination

- T -

technical support

Texture

Tip reading

- U -

Undrained cohesion

Undrained deformation modulus

Unit weight

- Y -

Young’s modulus