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The last component of the processing phase is the one that allows the determination of the soil category and geotechnical parameters using the results obtained during the computation.

Here is shown the average of the velocity Vs in the first thirty meters, weighed on the thickness of the layers defined in the model. From this data and using some additional definitions, is determined the category to which the examined soil belongs.

 

 

Finally, are also calculated:

 

•Shear deformation modulus;

•Edometric modulus;

•Volumetric compressibility modulus;

•Young's modulus;

•NSPT ,Qc.

 

 

 

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