Difference between revisions of "Template:Geotechnical engineering"
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| title = [[Geotechnical engineering]] | | title = [[Geotechnical engineering]] | ||
| state = {{{state|{{{1|}}}}}} | | state = {{{state|{{{1|}}}}}} | ||
| + | | above = [[Offshore geotechnical engineering]] | ||
| listclass = hlist | | listclass = hlist | ||
| − | + | | image = | |
| − | | group1 = | + | | group1 = [[Geotechnical investigation|Investigation]] and</br>instrumentation |
| list1 = {{Navbox |child | | list1 = {{Navbox |child | ||
| − | | groupwidth = | + | | groupwidth = 10.0em |
| groupstyle = font-weight: normal; | | groupstyle = font-weight: normal; | ||
| − | | group1 = | + | | group1 = Field (''in situ'') |
| list1 = | | list1 = | ||
| − | * [[Cone penetration test]] | + | {{div col|colwidth=33em|content= |
| − | * [[Standard penetration test]] | + | * [[File:Core sample.svg|20x20px]] [[Core drill]] |
| − | * [[ | + | |
| − | ** [[ | + | * [[File:Cone penetration test.svg|20x20px]] [[Cone penetration test]] |
| − | * [[ | + | |
| + | * [[File:Geo-electrical sounding.svg|20x20px]] [[Geo-electrical sounding]] | ||
| + | |||
| + | * [[File:In situ permeameter test.svg|20x20px]] [[Permeability (Earth sciences)|Permeability test]] | ||
| + | |||
| + | * [[File:Load test.svg|20x20px]] [[Load test]] | ||
| + | ** [[Static load testing|Static]] | ||
| + | ** [[Dynamic load testing|Dynamic]] | ||
| + | ** [[Statnamic load test|Statnamic]] | ||
| + | |||
| + | * [[File:Pore pressure measurement.svg|20x20px]] Pore pressure measurement | ||
| + | **[[Piezometer]] | ||
| + | **[[Well#Classification|Well]] | ||
| + | |||
| + | * [[File:Ram sounding.svg|20x20px]] [[Ram sounding]] | ||
| + | |||
| + | * [[File:Rock control drilling.svg|20x20px]] [[Rock control drilling]] | ||
| + | |||
| + | * [[File:Rotary pressure sounding.svg|20x20px]] [[Rotary-pressure sounding]] | ||
| + | |||
| + | * [[File:Rotary weight sounding.svg|20x20px]] [[Rotary weight sounding]] | ||
| + | |||
| + | * [[File:Sample series.svg|20x20px]] [[Soil test#Soil testing|Sample series]] | ||
| + | |||
| + | * [[File:Screw plate test.svg|20x20px]] [[Screw plate test]] | ||
| + | |||
| + | * [[Deformation monitoring]] | ||
| + | ** [[File:Inclinometer.svg|20x20px]] [[Inclinometer]] | ||
| + | ** [[File:Settlement recordings.svg|20x20px]] [[Soil consolidation|Settlement recordings]] | ||
| + | |||
| + | * [[File:Shear vane test.svg|20x20px]] [[Shear vane test]] | ||
| + | |||
| + | * [[File:Simple sounding.svg|20x20px]] [[Simple sounding]] | ||
| + | |||
| + | * [[File:Standard penetration test.svg|20x20px]] [[Standard penetration test]] | ||
| + | |||
| + | * [[File:Total sounding.svg|20x20px]] [[Total sounding]] | ||
| + | |||
| + | * [[File:Trial pit.svg|20x20px]] [[Trial pit]] | ||
| + | |||
| + | * [[File:Visible rock.svg|20x20px]] [[Bedrock|Visible bedrock]] | ||
| + | |||
| + | * [[Nuclear densometer|Nuclear densometer test]] | ||
| + | |||
| + | * [[Exploration geophysics]] | ||
| + | |||
* [[Crosshole sonic logging]] | * [[Crosshole sonic logging]] | ||
| − | |||
| − | | group2 = | + | * [[Pile integrity test]] |
| + | |||
| + | * [[Wave equation analysis]] | ||
| + | }} | ||
| + | | group2 = [[Soil test|Laboratory testing]] | ||
| list2 = | | list2 = | ||
| + | * [[Soil classification]] | ||
* [[Atterberg limits]] | * [[Atterberg limits]] | ||
* [[California bearing ratio]] | * [[California bearing ratio]] | ||
| Line 30: | Line 80: | ||
* [[Sieve analysis]] | * [[Sieve analysis]] | ||
* [[Triaxial shear test]] | * [[Triaxial shear test]] | ||
| + | * [[Oedometer test]] | ||
* [[Hydraulic conductivity#Experimental approach|Hydraulic conductivity tests]] | * [[Hydraulic conductivity#Experimental approach|Hydraulic conductivity tests]] | ||
* [[Water content#Measurement|Water content tests]] | * [[Water content#Measurement|Water content tests]] | ||
| − | |||
}} | }} | ||
| group2 = [[Soil]] | | group2 = [[Soil]] | ||
| − | | list2 = {{Navbox |child | + | | list2 = |
| − | | groupwidth = | + | |
| + | {{Navbox |child | ||
| + | | groupwidth = 10.0em | ||
| groupstyle = font-weight: normal; | | groupstyle = font-weight: normal; | ||
| + | | group1 = Types | ||
| list1 = | | list1 = | ||
* [[Clay]] | * [[Clay]] | ||
| Line 49: | Line 102: | ||
* [[Loess]] | * [[Loess]] | ||
| − | | group2 = | + | | group2 = Properties |
| list2 = | | list2 = | ||
| − | + | ||
* [[Hydraulic conductivity]] | * [[Hydraulic conductivity]] | ||
* [[Water content]] | * [[Water content]] | ||
| Line 59: | Line 112: | ||
* [[Reynolds' dilatancy]] | * [[Reynolds' dilatancy]] | ||
* [[Angle of repose]] | * [[Angle of repose]] | ||
| + | * [[Friction#Angle_of_friction|Friction angle]] | ||
* [[Cohesion (geology)|Cohesion]] | * [[Cohesion (geology)|Cohesion]] | ||
* [[Porosity]] | * [[Porosity]] | ||
* [[Permeability (earth sciences)|Permeability]] | * [[Permeability (earth sciences)|Permeability]] | ||
* [[Specific storage]] | * [[Specific storage]] | ||
| − | |||
| − | |||
| − | |||
| − | |||
| − | |||
* [[Shear strength (soil)|Shear strength]] | * [[Shear strength (soil)|Shear strength]] | ||
| − | + | * [[Soil liquefaction|Sensitivity]] | |
| − | |||
| − | * [[Soil | ||
| − | |||
| − | |||
| − | |||
}} | }} | ||
<!---group3 omitted to maintain alternating list backgrounds---> | <!---group3 omitted to maintain alternating list backgrounds---> | ||
| − | | group4 = [[ | + | | group4 = Structures ([[Soil-structure interaction|Interaction]]) |
| list4 = | | list4 = | ||
| + | {{Navbox |child | ||
| + | | groupwidth = 10.0em | ||
| + | | groupstyle = font-weight: normal; | ||
| + | | group1 = Natural features | ||
| + | | list1 = | ||
| + | *[[Topography]] | ||
| + | *[[Vegetation]] | ||
| + | *[[Terrain]] | ||
| + | *[[Topsoil]] | ||
| + | *[[Water table]] | ||
| + | *[[Bedrock]] | ||
| + | *[[Subgrade]] | ||
| + | *[[Subsoil]] | ||
| + | |||
| + | | group2 = [[Earthworks (engineering)|Earthworks]] | ||
| + | | list2 = | ||
| + | * Shoring structures | ||
| + | ** [[Retaining wall]]s | ||
| + | ** [[Gabion]] | ||
| + | ** [[Ground freezing]] | ||
| + | ** [[Mechanically stabilized earth]] | ||
| + | ** [[Pressure grouting]] | ||
| + | ** [[Slurry wall]] | ||
| + | ** [[Soil nailing]] | ||
| + | ** [[Tieback (geotechnical)|Tieback]] | ||
| + | *[[Land development]] | ||
| + | *[[Landfill]] | ||
| + | *[[Digging|Excavation]] | ||
| + | *[[Trench]] | ||
| + | *[[Embankment (earthworks)|Embankment]] | ||
| + | *[[Cut (earthworks)|Cut]] | ||
| + | *[[Causeway]] | ||
| + | *[[Terrace (earthworks)|Terracing]] | ||
| + | *[[Tunnel#Cut-and-cover|Cut-and-cover]] | ||
| + | *[[Cut and fill]] | ||
| + | *[[Fill dirt]] | ||
| + | *[[Grading (engineering)|Grading]] | ||
| + | *[[Land reclamation]] | ||
| + | *[[Track bed]] | ||
| + | *[[Erosion control]] | ||
| + | *[[Earth structure]] | ||
| + | *[[Expanded clay aggregate]] | ||
| + | *[[Crushed stone]] | ||
| + | *[[Geosynthetics]] | ||
| + | ** [[Geotextile]] | ||
| + | ** [[Geomembrane]] | ||
| + | ** [[Geosynthetic clay liner]] | ||
| + | ** [[Cellular confinement]] | ||
| + | *[[Infiltration (hydrology)|Infiltration]] | ||
| + | |||
| + | | group3 = [[Foundation (engineering)|Foundation]]s | ||
| + | | list3 = | ||
* [[Shallow foundation|Shallow]] | * [[Shallow foundation|Shallow]] | ||
* [[Deep foundation|Deep]] | * [[Deep foundation|Deep]] | ||
| + | |||
| + | }} | ||
| + | | group5 = [[Soil mechanics|Mechanics]] | ||
| + | | list5 = | ||
| + | {{Navbox |child | ||
| + | | groupwidth = 10.0em | ||
| + | | groupstyle = font-weight: normal; | ||
| + | |||
| + | | group1 = Forces | ||
| + | | list1 = | ||
| + | * [[Effective stress]] | ||
| + | * [[Pore water pressure]] | ||
| + | * [[Lateral earth pressure]] | ||
| + | * [[Overburden pressure]] | ||
| + | * [[Preconsolidation pressure]] | ||
| + | | group2 = Phenomena/problems | ||
| + | | list2 = | ||
| + | * [[Permafrost]] | ||
| + | * [[Frost heaving]] | ||
| + | * [[Consolidation (soil)|Consolidation]] | ||
| + | * [[Soil compaction|Compaction]] | ||
| + | * [[Earthquake]] | ||
| + | ** [[Response spectrum]] | ||
| + | ** [[Seismic hazard]] | ||
| + | ** [[S wave|Shear wave]] | ||
| + | * [[Landslide]] analysis | ||
| + | ** [[Slope stability analysis|Stability analysis]] | ||
| + | ** [[Landslide mitigation|Mitigation]] | ||
| + | ** [[Landslide classification|Classification]] | ||
| + | ** [[Sliding criterion (geotechnical engineering)|Sliding criterion]] | ||
| + | ** [[Road#Slab_stabilization|Slab stabilisation]] | ||
* [[Bearing capacity]] | * [[Bearing capacity]] | ||
| − | + | }} | |
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| − | | group6 = | + | | group6 = [[Software|Numerical analysis software]] |
| list6 = | | list6 = | ||
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* [[SEEP2D]] | * [[SEEP2D]] | ||
* [[STABL]] | * [[STABL]] | ||
| Line 129: | Line 220: | ||
* [[SVSlope]] | * [[SVSlope]] | ||
* [[UTEXAS]] | * [[UTEXAS]] | ||
| + | * [[Plaxis]] | ||
| + | |||
| + | | group7 = [[Geoprofessions|Related fields]] | ||
| + | | list7 = | ||
| + | * [[Geology]] | ||
| + | * [[Geochemistry]] | ||
| + | * [[Petrology]] | ||
| + | * [[Earthquake engineering]] | ||
| + | * [[Geomorphology]] | ||
| + | * [[Soil science]] | ||
| + | * [[Hydrology]] | ||
| + | * [[Hydrogeology]] | ||
| + | * [[Biogeography]] | ||
| + | * [[Earth materials]] | ||
| + | * [[Archaeology]] | ||
| + | * [[Agricultural science]] | ||
| + | ** [[Agrology]] | ||
}}<noinclude> | }}<noinclude> | ||
| Line 134: | Line 242: | ||
{{Collapsible option |statename=optional}} | {{Collapsible option |statename=optional}} | ||
| − | [[Category:Technology and applied science | + | [[Category:Technology and applied science navigational boxes]] |
| − | }} | + | [[Category:Geotechnical engineering]] |
| − | </noinclude> | + | }}</noinclude> |
Latest revision as of 11:14, 28 November 2020
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