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Dynamic Probing – User manual
Relative density
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Dynamic Probing – User manual
Dynamic Probing
Dynamic Probing
Index
Equipment
Correlations to apply
N60 - N1,60
Correspondence soil type/number blows
General data
Statistical analysis
Oedometric modulus stress dependent
Insert new test
Insert new test
Index
Data entry progression test
Data entry borehole test
Process test data
Process test data
Process
Reprocess
Processing on equipment step
Process with all authors
Summary of geotechnical parameters
Include in final report
Allowable pressure Dutch-L'Herminier
Estimate soil category
Estimate soil category
Index
Soil category for equipment step
Soil category for current stratigraphy
Regenerate input data
Shallow fondation bearing capacity
Deep foundation bearing capacity
Export test to other GeoStru programs
Test management
Test management
Draw section
3D Stratigraphy
Raster images
Output
Preferences
Preferences
Options
Graphic report options
Theoretical notes
Theoretical notes
Geotechnical correlations
Geotechnical correlations
Cohesionless soils
Cohesionless soils
Friction angle
Relative density
Young's Modulus
Oedometric modulus
Unit weight
Saturated unit weight
Shear wave velocity
Shear deformation modulus
Coefficient of earth pressure at rest
Cohesve soils
Cohesve soils
Undrained cohesion
Static penetrometer tip resistance(Qc)
Oedometric modulus
Young's modulus
Unit weight
Saturated unit weight
Subsoil categories and conditions
Characteristic parameters
Liquefaction
Dynamic AGS
Geoapp
Geoapp
Index
Geoapp Section
Utility
Utility
Conversion Tables
Database of soil physical characteristics
Shortcut commands
Important notes
Bibliography
Contact
(Former invisible topics - not included in TOC)
(Former invisible topics - not included in TOC)
Test Management
Test Management
Test Graphic
Record readings
Floating Menu
Cohesionless Soils: base reaction
Allowable pressure
Relative density
¶
Gibbs & Holtz, 1957
Skempton, 1986
Schultze & Menzenbach (1961)
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