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Processing of cone penetrometric test (piezocone) - ver.5 (english version)
Stratigraphy:
ROBERTSON (1990);
ROBERTSON (2009).
Geotechnical parameters:
Angle of shearing resistance
Relative density
Young modulus
Edometric modulus (granular layers)
Edometric modulus (cohesive layers)
Shear modulus for low strain
Shear wave velocity
Coefficient of permeability
Unit weight
Undrained cohesion
Drained cohesion
Overconsolidation ratio
Compression index
Bearing capacity of shallow foundations:
Meyerhof
Schmertmann
Terzaghi
Settlement of shallow foundations
Terzaghi
Schmertmann
Ultimate capacity of piles:
Meyerhof
Processing of pore pressure dissipation tests
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ProgramGeoCPTuLA
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