Difference between revisions of "Template:Geotechnical engineering"

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imported>Sardanaphalus
(reduced groupname width; combined groups 1-3, 4-6, 9+12; link/label updates/clarification; state handling/Documentation)
imported>Sardanaphalus
(switched group 1 and 2)
Line 5: Line 5:
 
| listclass = hlist
 
| listclass = hlist
  
| group1 = [[Soil]]s
+
| group1 = {{ublist|item_style=line-height:1.25em; |[[Exploration geophysics|Exploration]] |[[Geotechnical investigation|Investigation]] |Testing}}
 
| list1 =
 
| list1 =
 
  {{Navbox |child
 
  {{Navbox |child
   |groupwidth=5.5em |groupstyle=font-weight:normal;
+
   |groupwidth=5.0em |groupstyle=font-weight:normal;
 +
  | group1 = on-site
 +
  | list1 =
 +
* [[Cone penetration test]]
 +
* [[Standard penetration test]]
 +
* [[Water well#Classification|Monitoring well]]
 +
** [[piezometer]]
 +
* [[Borehole]]
 +
* [[Crosshole sonic logging]]
 +
* [[Nuclear densometer test]]
 +
  | group2 = laboratory
 +
  | list2 =
 +
* [[Atterberg limits]]
 +
* [[California bearing ratio]]
 +
* [[Direct shear test]]
 +
* [[Hydrometer]]
 +
* [[Proctor compaction test]]
 +
* [[R-value (soils)|R-value]]
 +
* [[Sieve analysis]]
 +
* [[Triaxial shear test]]
 +
* [[Hydraulic conductivity#Experimental approach|Hydraulic conductivity tests]]
 +
* [[Water content#Measurement|Water content tests]]
 +
}}
 +
 
 +
| group2 = [[Soil]]s
 +
| list2 =
 +
{{Navbox |child
 +
  |groupwidth=5.0em |groupstyle=font-weight:normal;
 
   | list1 =
 
   | list1 =
 
* [[Clay]]
 
* [[Clay]]
Line 41: Line 68:
 
* [[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]]
 
* [[Standard penetration test]]
 
* [[Water well#Classification|Monitoring well]]
 
** [[piezometer]]
 
* [[Borehole]]
 
* [[Crosshole sonic logging]]
 
* [[Nuclear densometer test]]
 
  | group2 = laboratory
 
  | list2 =
 
* [[Atterberg limits]]
 
* [[California bearing ratio]]
 
* [[Direct shear test]]
 
* [[Hydrometer]]
 
* [[Proctor compaction test]]
 
* [[R-value (soils)|R-value]]
 
* [[Sieve analysis]]
 
* [[Triaxial shear test]]
 
* [[Hydraulic conductivity#Experimental approach|Hydraulic conductivity tests]]
 
* [[Water content#Measurement|Water content tests]]
 
 
  }}
 
  }}
  

Revision as of 12:17, 17 November 2014

Template documentation

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}}
    • shows the template collapsed to the title bar if there is a {{navbar}}, a {{sidebar}}, or some other table on the page with the collapsible attribute
    • shows the template in its expanded state if there are no other collapsible items on the page

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.