Gpec8

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 mainly on the value of the time-averaged velocity over the top 30 m ("VS30")

EC8 site categories

• Category A : Rock, 800 m/s < VS30 and VS05 > 360 m/s

• Category B : Stiff soil / soft rock, 360 m/s < VS30 < 800 m/s

• Category C : Normal soil 180 m/s < VS30 < 360 m/s

• Category D : Soft soil, 100 m/s < VS30 < 180 m/s >

• Category E : Thin soft soil with 100 m/s < VS < 360 m/s and a thickness between 5 and 20 m , overlying a much stiffer unit with VS > 800 m/s

• Category S1 : Special category 1 : very soft soil (VS30 < 100 m/s), 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 (file "ec8.model")

9 models, from A to S1

# Model 1, class A
4
5. 1200. 600. 2300.
10. 1800. 900. 2500.
10. 2400. 1200. 2600.
0. 3000. 1500. 2500.
# Model 2, class A
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.
# Model 3, class B
3
5. 1000. 400. 2000.
20. 1600. 400. 2100.
0. 2200. 1000. 2500.
# Model 4, class B
8
2. 750. 300. 2000.
3. 1250. 500. 2100.
4. 1500. 600. 2200.
5. 1750. 700. 2300.
6. 2000. 800. 2400.
5. 2200. 1000. 2500.
6. 2400. 1200. 2500.
0. 2500. 1250. 2500.
# Model 5, class C
5
3. 500. 150. 1600. 30. 15.
5. 1500. 150. 1600. 50. 15.
10. 1600. 300. 1800. 50. 30. 
20. 2000. 500. 2000. 100. 50.
0. 2500. 1000. 2500. 200. 100.
# Model 6, class D
5
5. 400. 110. 1500.
10. 1500. 120. 1600.
10. 1600. 150. 1650.
10. 1700. 200. 1700.
0. 2000. 300. 1900.
# Model 7, class E
5
5. 400. 150. 1600.
10. 1500. 250. 1700.
10. 2000. 800. 2100.
10. 2200. 1000. 2300.
0. 2500. 1200. 2500.
# Model 8, class S1
3
40. 1500. 80. 1500.
500. 2000. 600. 2000.
0. 4000. 2000. 2500.
# Model 9, class S1
5
3. 600. 250. 1800.
15. 1500. 80. 1600.
10. 1600. 500. 2000.
20. 2000. 800. 2200.

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 < ec8.model

• Output

Vs30 964.286 Class A
Vs30 816.992 Class A
Vs30 444.444 Class B
Vs30 695.364 Class B
Vs30 271.084 Class C
Vs30 136.082 Class D
Vs30 330.275 Class E
Vs30 80 Class S1
Vs30 135.135 Class S1

Calculate the EC8 site category for the soil columns in "ec8.model"

Copyright

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