Statements (26)
| Predicate | Object |
|---|---|
| gptkbp:instanceOf |
mechanical theory
|
| gptkbp:appliesTo |
rocks
soils |
| gptkbp:describes |
failure of materials
|
| gptkbp:expressedIn |
linear envelope in shear-normal stress space
|
| gptkbp:failureCriterion |
shear failure
|
| gptkbp:form |
τ = c + σ tan φ
|
| gptkbp:formed |
late 19th century
|
| https://www.w3.org/2000/01/rdf-schema#label |
Mohr–Coulomb theory
|
| gptkbp:limitation |
assumes linear failure envelope
does not account for intermediate principal stress not accurate for all materials |
| gptkbp:namedAfter |
gptkb:Christian_Otto_Mohr
gptkb:Charles-Augustin_de_Coulomb |
| gptkbp:parameter |
cohesion
angle of internal friction |
| gptkbp:relatedTo |
gptkb:Coulomb's_law_of_friction
gptkb:Mohr's_circle |
| gptkbp:usedFor |
slope stability analysis
bearing capacity analysis earth pressure calculation |
| gptkbp:usedIn |
structural engineering
geotechnical engineering |
| gptkbp:bfsParent |
gptkb:Massey–Mohr_theory
gptkb:Plasticity_(Physics) |
| gptkbp:bfsLayer |
7
|