_GENERAL DOCUMENTS - C1981017 ‎(218)‎

• Permit No: C1981017
• IBM Index Class Name: GENERAL DOCUMENTS
• Doc Name: Bid Documents ‎(IMP)‎
• Permit Index Doc Type: General Correspondence
• Media Type: D
• Archive: No

* GEO-HYDRO PROGRAM BISHOP #
# SLOPE STABILITY ANALYSIS
BY THE SIMPLIFIED BISHOP METHOD
MID-CONTINX STORAGE BIN BENCH FILL 1028-005 7-12-84 GM
WATER UNIT WEIGHT= 62.4 EARTHQUAXE= 0
SUBMERGENCE AT 0 FROM 0 TO 0
POINT X-ORD Y-ORD
1 1000.00 200.00
2 1060.00 210.00
3 1125.00 211.00
4 1165.00 215.00
5 1280.00 250.00
6 1405.00 325.00
7 Na.00 325.00
8 1350,00 325.00
LINE LEFT RIGHT SOIL
1 1 2 1
2 2 3 1
3 3 4 1
4 4 5 1
5 5 6 1
6 6 7 1
7 3 8 2
8 8 S 2
SOIL UNIT WEIGHT COHESION PHI SATURATED
1 110 240 33.0 1
2 119 1296 29.0 1
CIRCLE X-ORD Y-ORD RADILLS FACTOR OF SAFETY
1100.0 650.0 460.0 2.092
FACTOR OF SAFETY= 2.09 AT X= 1100 Y= 650 R= 460.0
FACTOR OF SAFETY= 2.30 AT X= 1150 Y= 650 R= 460.0
FACTOR OF SAFETY= 2.62 AT X= 1200 Y= 650 R= 460.0
FACTOR OF SAFETY= 2.03 AT X= 1100 Y= 600 R= 410.0
FACTOR OF SAFETY= 2.20 AT X= 1150 Y= 600 R= 410.0
FACTOR OF SAFETY= 2.51 AT X= 1200 Y= 600 R= 410.0
FACTOR OF SAFETY= 2.05 AT X= 1100 Y= 550 R= 360.0
FACTOR OF SAFETY= 2.10 AT X= 1150 Y= 550 R= 36C.0
FACTOR OF SAFETY= 2.39 AT X= 1200 Y= 550 R= 360.0
FACTOR OF SAFETY= 2.19 AT X= 1100 Y= 500 R= 310.0
FACTOR OF SAFETY= 2.00 AT X= 1150 Y= 500 R= 310.0
FACTO; OF SAFETY= 2.27 AT X= 1200 Y= 500 R= 310.0
FACTOR OF SAFETY= 2.42 AT X= 1100 Y= 450 R= 2=,0.0
FACTO; OF SAFETY= 2.00 AT X= 1150 Y= 450 R= 260.0
FA,-TOR OF SAFETY= 2.17 AT X= 1200 Y= 450 R= 260.0
FACTOR OF SAFETY= 2.73 AT X= 1100 Y= 400 R= 210.0
FACTOR OF SAFETY= 2.08 AT X= 1150 Y= 400 R= 210.0
FACTOR OF SAFETY= 2.10 AT X= 1200 Y= 400 R= 210.0
FACTOR OF SAFETY= 3.29 AT X= 1100 Y= 350 R= 160.0
! FACTOR OF SAFETY= 2.24 AT X= 1150 Y= 350 R= IA0.0
FACTOR OF SAFETY= 2.18 AT X= 12W Y= 350 R= 160.0