Difference between revisions of "Gpec8"

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Quality factors are not mandatory. Any number of models can be given as input.
 
Quality factors are not mandatory. Any number of models can be given as input.
 +
 +
Example input file :
 +
5. 1500. 150. 1600. 50. 15.
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10. 1600. 300. 1800. 50. 30.
 +
20. 2000. 500. 2000. 100. 50.
 +
0. 2500. 1000. 2500. 200. 100.
 +
5
 +
5. 400. 110. 1500.
 +
10. 1500. 120. 1600.
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10. 1600. 150. 1650.
 +
10. 1700. 200. 1700.
 +
0. 2000. 300. 1900.
 +
3
 +
40. 1500. 80. 1500.
 +
500. 2000. 600. 2000.
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0. 4000. 2000. 2500.
 +
5
 +
3. 600. 250. 1800.
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15. 1500. 80. 1600.
 +
10. 1600. 500. 2000.
 +
20. 2000. 800. 2200.
 +
0. 3000. 1500. 2600.
 +
8
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2. 800. 300. 2000.
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2.5 1200. 500. 2100.
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3. 1500. 700. 2200.
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3.5 1800. 900. 2300.
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4. 2000. 1000. 2400.
 +
5. 2200. 1100. 2500.
 +
6. 2400. 1200. 2500.
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0. 2500. 1200. 2500.
  
 
== Gpec8 options : Only Generic options==
 
== Gpec8 options : Only Generic options==

Revision as of 13:37, 9 March 2010

Synopsis

gpec8 [OPTIONS] [FILE]

Description

Determines the the EC8 category of a site for horizontally layered models given through stdin or FILE.

The input is the soil column (in a format similar to gpsh The output is the EC8 site category depending on the value of the time-averaged velocity over the top 30 m ("VS30")

EC8 site categories

Category A :  Rock,  AND 
Category B :  Stiff soil / soft rock, 
Category C :  Normal soil 
Category D : Soft soil, 
Category E : Thin soft soil with  and a thickness between 5 and 20 m , overlying a much stiffer unit with  
Category S1 : Special category 1 : very soft soil (), or containing at least 10 m of soft clays/silts with high platicity index
Category S2 : Special category 2 : liquefiable soils, or all those not covered by A-E and S1 category: !! Cannot be identified from the sole VS velocity profile

Format for layered models:

 Line 1  : <number of layers n including half-space for first model>
 Line 2  : <thickness (m)> <Vp (m/s)> <Vs (m/s)> <Density (kg/m3)>[ <Qp> <Qs>]
 ....
 Line n+1 : 0 <Vp (m/s)> <Vs (m/s)> <Density (kg/m3)>[ <Qp> <Qs>]
 Line n+2 : <number of layers m including half-space for a second model - if wished>
 Line n+3 : <thickness (m)> <Vp (m/s)> <Vs (m/s)> <Density (kg/m3)>[ <Qp> <Qs>]
 ....
 Line n+m+2 : 0 <Vp (m/s)> <Vs (m/s)> <Density (kg/m3)>[ <Qp> <Qs>]
 Line n+m+3 : <number of layers l including half-space for a third model - if wished>
 ....

Quality factors are not mandatory. Any number of models can be given as input.

Example input file : 5. 1500. 150. 1600. 50. 15. 10. 1600. 300. 1800. 50. 30. 20. 2000. 500. 2000. 100. 50. 0. 2500. 1000. 2500. 200. 100. 5 5. 400. 110. 1500. 10. 1500. 120. 1600. 10. 1600. 150. 1650. 10. 1700. 200. 1700. 0. 2000. 300. 1900. 3 40. 1500. 80. 1500. 500. 2000. 600. 2000. 0. 4000. 2000. 2500. 5 3. 600. 250. 1800. 15. 1500. 80. 1600. 10. 1600. 500. 2000. 20. 2000. 800. 2200. 0. 3000. 1500. 2600. 8 2. 800. 300. 2000. 2.5 1200. 500. 2100. 3. 1500. 700. 2200. 3.5 1800. 900. 2300. 4. 2000. 1000. 2400. 5. 2200. 1100. 2500. 6. 2400. 1200. 2500. 0. 2500. 1200. 2500.

Gpec8 options : Only Generic options

  • -help <SECTION> Show help about options. SECTION may be empty or: all, generic
  • -version Show version information
  • -app-version Show short version information
  • -reportbug Start bug report dialog, information about bug is
                           passed through stdin. This option is used
                           internally to report bugs if option -nobugreport is
                           not specified.
  • -reportint Start bug report dialog, information about
                           interruption is passed through stdin. This option
                           is used internally to report interruptions if
                           option -nobugreport is not specified.
  • -nobugreport Do not generate bug report in case of error


Examples

 gpec8 < test.model

Calculate the EC8 site category for the soil columns in "test.model"

Copyright

Copyright (c) 2002-2008 Marc Wathelet. All rights reserved. See http://www.geopsy.org for more information.