Difference between revisions of "Template:Geotechnical engineering"
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Template documentation
imported>Malerisch (lowercase) |
imported>Sardanaphalus (reduced groupname width; combined groups 1-3, 4-6, 9+12; link/label updates/clarification; state handling/Documentation) |
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| Line 1: | Line 1: | ||
{{Navbox | {{Navbox | ||
| − | |name | + | | name = Geotechnical engineering |
| − | |title | + | | state = {{{state|{{{1|}}}}}} |
| − | |listclass = hlist | + | | title = [[Geotechnical engineering]] |
| − | + | | listclass = hlist | |
| − | |group1 = [[Soil]]s | + | | group1 = [[Soil]]s |
| − | |list1 = | + | | list1 = |
| + | {{Navbox |child | ||
| + | |groupwidth=5.5em |groupstyle=font-weight:normal; | ||
| + | | list1 = | ||
* [[Clay]] | * [[Clay]] | ||
* [[Silt]] | * [[Silt]] | ||
| Line 14: | Line 17: | ||
* [[Loam]] | * [[Loam]] | ||
* [[Loess]] | * [[Loess]] | ||
| − | + | | group2 = Properties | |
| − | |group2 = | + | | list2 = |
| − | |list2 | + | * [[Soil classification]] |
* [[Hydraulic conductivity]] | * [[Hydraulic conductivity]] | ||
* [[Water content]] | * [[Water content]] | ||
| Line 28: | Line 31: | ||
* [[Permeability (earth sciences)|Permeability]] | * [[Permeability (earth sciences)|Permeability]] | ||
* [[Specific storage]] | * [[Specific storage]] | ||
| − | + | | group3 = [[Soil mechanics|Mechanics]] | |
| − | |group3 = [[Soil mechanics]] | + | | list3 = |
| − | |list3 | ||
* [[Effective stress]] | * [[Effective stress]] | ||
* [[Pore water pressure]] | * [[Pore water pressure]] | ||
| Line 36: | Line 38: | ||
* [[Overburden pressure]] | * [[Overburden pressure]] | ||
* [[Consolidation (soil)|Consolidation]] | * [[Consolidation (soil)|Consolidation]] | ||
| − | * [[Soil compaction | + | * [[Soil compaction|Compaction]] |
| − | |||
* [[S-wave|Shear wave]] | * [[S-wave|Shear wave]] | ||
| − | * [[Lateral earth pressure]] | + | * [[Lateral earth pressure]] |
| + | }} | ||
| − | | | + | | group2 = {{ublist|item_style=line-height:1.25em; |[[Exploration geophysics|Exploration]] |[[Geotechnical investigation|Investigation]] |Testing}} |
| − | | | + | | list2 = |
| + | {{Navbox |child |evenodd=swap | ||
| + | |groupwidth=5.5em |groupstyle=font-weight:normal; | ||
| + | | group1 = on-site | ||
| + | | list1 = | ||
* [[Cone penetration test]] | * [[Cone penetration test]] | ||
* [[Standard penetration test]] | * [[Standard penetration test]] | ||
| − | * [[ | + | * [[Water well#Classification|Monitoring well]] |
| − | * [[ | + | ** [[piezometer]] |
* [[Borehole]] | * [[Borehole]] | ||
| − | + | * [[Crosshole sonic logging]] | |
| − | | | + | * [[Nuclear densometer test]] |
| − | | | + | | group2 = laboratory |
| + | | list2 = | ||
* [[Atterberg limits]] | * [[Atterberg limits]] | ||
* [[California bearing ratio]] | * [[California bearing ratio]] | ||
| Line 61: | Line 68: | ||
* [[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]] | ||
| + | }} | ||
| − | + | <!---group3 omitted to maintain alternating list backgrounds---> | |
| − | |||
| − | |||
| − | |||
| − | | | + | | group4 = [[Foundation (engineering)|Foundation]]s |
| − | | | + | | list4 = |
| + | * [[Shallow foundation|Shallow]] | ||
| + | * [[Deep foundation|Deep]] | ||
* [[Bearing capacity]] | * [[Bearing capacity]] | ||
| − | |||
| − | |||
* [[Dynamic load testing]] | * [[Dynamic load testing]] | ||
* [[Pile integrity test]] | * [[Pile integrity test]] | ||
| Line 77: | Line 82: | ||
* [[Statnamic load test]] | * [[Statnamic load test]] | ||
| − | | | + | | group5 = [[Retaining wall]]s |
| − | | | + | | list5 = |
* [[Mechanically stabilized earth]] | * [[Mechanically stabilized earth]] | ||
* [[Soil nailing]] | * [[Soil nailing]] | ||
| Line 85: | Line 90: | ||
* [[Slurry wall]] | * [[Slurry wall]] | ||
| − | | | + | | group6 = Stability |
| − | | | + | | list6 = |
| − | * [[ | + | * [[Slope stability|Slope]] |
| − | * [[ | + | ** [[Slope stability analysis|analysis]] |
| − | * [[ | + | ** [[mass wasting]] |
| + | ** [[landslide]] | ||
| + | * [[Deformation monitoring]] | ||
| + | ** [[Automatic Deformation Monitoring System|automated]] | ||
| − | | | + | | group7 = [[Earthquake]]s |
| − | | | + | | list7 = |
* [[Soil liquefaction]] | * [[Soil liquefaction]] | ||
* [[Response spectrum]] | * [[Response spectrum]] | ||
| Line 98: | Line 106: | ||
* [[Ground-structure interaction]] | * [[Ground-structure interaction]] | ||
| − | | | + | | group8 = [[Geosynthetics]] |
| − | | | + | | list8 = |
* [[Geotextile]] | * [[Geotextile]] | ||
* [[Geomembranes]] | * [[Geomembranes]] | ||
| Line 105: | Line 113: | ||
* [[Cellular confinement]] | * [[Cellular confinement]] | ||
| − | | | + | }}<noinclude> |
| − | | | + | {{Documentation |
| − | + | | content = | |
| − | + | {{Collapsible option |statename=optional}} | |
| − | |||
[[Category:Technology and applied science templates]] | [[Category:Technology and applied science templates]] | ||
| − | [[Category:WikiProject Civil engineering]] | + | [[Category:WikiProject Civil engineering|τ]] |
| + | }}<!--(end Documentation)--> | ||
</noinclude> | </noinclude> | ||
Revision as of 12:14, 17 November 2014
Initial visibility: currently defaults to autocollapse
To set this template's initial visibility, the |state= parameter may be used:
|state=collapsed:{{Geotechnical engineering|state=collapsed}}to show the template collapsed, i.e., hidden apart from its title bar|state=expanded:{{Geotechnical engineering|state=expanded}}to show the template expanded, i.e., fully visible|state=autocollapse:{{Geotechnical engineering|state=autocollapse}}
If the |state= parameter in the template on this page is not set, the template's initial visibility is taken from the |default= parameter in the Collapsible option template. For the template on this page, that currently evaluates to autocollapse.
| Editors can experiment in this template's sandbox (create | mirror) and testcases (create) pages. Subpages of this template. |