REP19535

• Permit No: M1988112
• IBM Index Class Name: Report
• Doc Date: 7/14/1995
• Doc Name: APPENDIX F.2 PSEUDOSTATIC STABILITY
• Media Type: D
• Archive: No

' 2 Boxes Specified For Generation Of Central Block Base
' Length Of Line Segments For Active And Passive Portions Of
Sliding Block Is 40.0
Box X-Left Y-Left X-Right Y-Right Height
No. (ft) (ft) (ft) (ft) (ft)
' 1 201.00 174.90 201.00 174.90 .19
2 650.00 188.40 866.67 195.00 .19
,1
' , Following Are Displayed The Ten Most Critical Of The Trial
Failure Surfaces Examined. They Are Ordered - Most Critical
First.
' * * Safety Factors Are Calculated By The Modified Janbu Method
' Failure Surface Specified By 11 Coordinate Points
Point X-Surf Y-Surf
No. (ft) (ft)
1 200.49 175.15
2 200.74 175.02
' 3 201.00 174.83
4 650.15 188.40
5 650.22 188.50
6 668.69 223.98
7 685.30 255.88
8 695.94 270.00
' 9 704.82 287.07
10 714.57 300.00
11 724.12 318.35
' *** 1.198 ***
Individual data on the 18 slices
Water Water Tie Tie Earthquake
Force Force Force Force Force Surcharge
' Slice Width Weight Top Bot Norm Tan Hor Ver Load
No. Ft (m) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg)
' 1 .2 3.5 9692.6 10436.6 .0 .0 .5 .0 .0
2 .3 12.1 10171.0 12012.3 .0 .0 1.8 .0 .0