Statements (33)
| Predicate | Object |
|---|---|
| gptkbp:instanceOf |
gptkb:Geotechnical_investigation_method
|
| gptkbp:advantage |
Continuous soil profile
Rapid data collection |
| gptkbp:alsoKnownAs |
Dutch cone test
|
| gptkbp:appliesTo |
Civil engineering
Environmental site assessment Offshore site investigation |
| gptkbp:developedBy |
gptkb:Netherlands
|
| gptkbp:equipment |
gptkb:Data_acquisition_system
Cone penetrometer |
| gptkbp:introducedIn |
1930s
|
| gptkbp:limitation |
Difficult in gravelly soils
Limited sample recovery |
| gptkbp:measures |
Pore water pressure
Sleeve friction Tip resistance |
| gptkbp:penetration |
Up to 100 meters
|
| gptkbp:penetrationRate |
20 mm/s
|
| gptkbp:relatedTo |
gptkb:Standard_Penetration_Test_(SPT)
Soil mechanics |
| gptkbp:standardizedBy |
ASTM D5778
|
| gptkbp:usedFor |
Foundation design
Liquefaction assessment Soil classification Determining soil stratigraphy Estimating soil properties Soil characterization |
| gptkbp:variant |
CPTu (piezocone test)
Electric CPT Seismic CPT (SCPT) |
| gptkbp:bfsParent |
gptkb:Standard_Penetration_Test_(SPT)
|
| gptkbp:bfsLayer |
7
|
| https://www.w3.org/2000/01/rdf-schema#label |
Cone Penetration Test (CPT)
|