REP23088

• Permit No: M1988112
• IBM Index Class Name: Report
• Doc Date: 7/14/1993
• Doc Name: APPENDIX D.2 PSEUDOSTATIC STABILITY ANALYSIS
• Media Type: D
• Archive: No

l
** PCSTABL5M **
t by
Purdue University
1
' --Slope Stability Analysis--
Simplified Janbu, Simplified Bishop
' or Spencer`s Method of Slices
Run Date: 6j16j93
' Time of Run: 1605
Run By: DSFI
Input Data Filename: UPCIRC.IN
Output Filename: UPEQIS.OUT
' PROBLEM DESCRIPTION SAN LUIS UPSTREAM STABILITY-CIRCULAR MOD
E, PSEUDOSTATIC A=.15q
' BOUNDARY COORDINATES
6 Top Boundaries
' 18 Total Boundaries
Boundary X-Left Y-Left X-Right Y-Right Soil Type
No. (ft) (ft) (ft) (ft) Below Bnd
1 .00 170.00 470.00 170.00 2
' 2 470.00 170.00 540.00 205.00 1
3 540.00 205.00 570.00 205.00 1
4 570.00 205.00 615.00 190.00 1
5 615.00 190.00 630.00 190.00 1
6 630.00 190.00 700.00 166.70 1
7 470.00 170.00 550.00 170.00 2
8 550.00 170.00 600.00 190.00 1
' 9 600.00 190.00 615.00 190.00 1
10 .00 156.00 515.00 156.00 4
11 .00 152.00 505.00 152.00 2
12 505.00 152.00 515.00 156.00 1
13 515.00 156.00 550.00 170.00 1
' 14 .00 110.50 350.00 100.00 3
15 350.00 100.00 475.00 150.00 1
' 16 475.00 150.00 500.00 150.00 1
17 500.00 150.00 505.00 152.00 1
'
1 18 350.00 100.00 700.00 89.50 3
ISOTROPIC SOIL PARAMETERS
' 4 Type(s) of Soil