Terzaghi bearing capacity theory
GPTKB entity
Statements (34)
| Predicate | Object |
|---|---|
| gptkbp:instanceOf |
bearing capacity theory
|
| gptkbp:appliesTo |
shallow foundations
|
| gptkbp:assumes |
general shear failure
homogeneous soil rigid strip footing |
| gptkbp:basisFor |
modern bearing capacity theories
|
| gptkbp:bearingCapacityFactors |
Nc
Nq Nγ |
| gptkbp:developedBy |
gptkb:Karl_Terzaghi
|
| gptkbp:form |
cohesion
bearing capacity factors depth of footing unit weight of soil width of footing |
| https://www.w3.org/2000/01/rdf-schema#label |
Terzaghi bearing capacity theory
|
| gptkbp:influencedBy |
footing geometry
groundwater conditions soil properties |
| gptkbp:introducedIn |
1943
|
| gptkbp:limitation |
assumes no eccentric loading
assumes no inclined loading assumes soil is weightless above footing base does not apply to deep foundations ignores footing shape effects except for strip footings |
| gptkbp:publishedIn |
gptkb:Theoretical_Soil_Mechanics
|
| gptkbp:relatedTo |
gptkb:Hansen_bearing_capacity_theory
gptkb:Meyerhof_bearing_capacity_theory gptkb:Vesic_bearing_capacity_theory |
| gptkbp:usedFor |
calculating ultimate bearing capacity
|
| gptkbp:usedIn |
geotechnical engineering
foundation design |
| gptkbp:bfsParent |
gptkb:Karl_Terzaghi
|
| gptkbp:bfsLayer |
5
|