Statements (91)
Predicate | Object |
---|---|
gptkbp:instanceOf |
gptkb:academic
|
gptkbp:appliesTo |
tunnel construction
earthworks foundation engineering slope stability retaining structures embankment design |
gptkbp:concerns |
soil consolidation
soil permeability soil compressibility soil strength settlement of structures shear strength |
gptkbp:developedBy |
gptkb:Karl_Terzaghi
|
gptkbp:fieldOfStudy |
civil engineering
geotechnical engineering |
gptkbp:hasConcept |
gptkb:Unified_Soil_Classification_System
gptkb:Atterberg_limits shrinkage plasticity soil stabilization soil improvement liquefaction cohesion liquid limit plastic limit shrinkage limit soil erosion compaction capillarity swelling effective stress pore water pressure soil classification systems soil structure consolidation seepage permeability bearing capacity settlement analysis groundwater flow porosity slope failure frost heave angle of internal friction triaxial test AASHTO soil classification California bearing ratio Mohr-Coulomb theory cone penetration test critical state theory direct shear test earth pressure finite element analysis in geotechnics grain size distribution oedometer test permeability test proctor test retaining wall design shear strength soil compaction curve soil compaction test standard penetration test stress-strain behavior unconfined compression test void ratio |
gptkbp:hasSubfield |
rock mechanics
critical state soil mechanics unsaturated soil mechanics |
https://www.w3.org/2000/01/rdf-schema#label |
Soil Mechanics
|
gptkbp:importantFor |
bridges
dams roads landslides earthquake engineering building foundations |
gptkbp:relatedTo |
soil physics
hydrogeology engineering geology soil classification soil chemistry |
gptkbp:studies |
behavior of soil
mechanical behavior of soil properties of soil |
gptkbp:uses |
numerical analysis
laboratory testing mathematical modeling empirical methods field testing |
gptkbp:bfsParent |
gptkb:J._H._Atkinson
|
gptkbp:bfsLayer |
8
|