_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 COMPUTER PROGRAM BISHOP +�
SLOPE STABILITY ANALYSIS
BY THE SIMPLIFIED BISHOP METHOD
MID-CONTINENT STORAGE BIN BENCH FILL 1028-005 7-12-84 GM
WATER UNIT WEIGHT= 62.4 EARTHQUAKE= 0
SUFVERiENCE AT 0 FROM 0 70 0
POINT X-ORD Y-ORD
1 1000.00 200,00
2 10A0.00 210.00
3 1125.0i' 211,00
4 11A5. 15.00
5 1280,00 250.�?<0
A 1405.00 325.00
7 2000,00 325.00
8 IL TA.C•G 325.00
LINE LEFT RIGHT SOIL
1 1 2 1
? 2 3 1
3 4 1
4 5 1
5 5 h 1
A 7 1
7 3 8
8 8 6 2
SOIL UNIT WEIGHT COHESION FHI SATURATED
1 110 240 3v.0 1
2 i19 129.= 29.0 1
CIRCLE X-OD Y-ORD RADIUS FACTOR OF SAFETY
1100.0 610.0 400.0 2.055
FACTOR OF SAFETY= 2.08 AT X= 1100 Y= A10 R= -400.0
FACTOR OF SAFETY= 1.81 AT X= 1120 Y= 610 R= 400.0
FACTOR OF SAFETY= 1.89 AT X= 1140 Y= • 10 R= 400.0
FACTOR OF SAFETY= 2.03 AT X= 1160 Y= 610 R= 400.0
FACTOR OF SAFETY= 2.20 AT X= 1180 I= A,10 R= 400.0
FACTOR OF SAFETY= 2.40 AT X= 1200 Y= 610 F'= 400.0
FACTOR OF SAFETY= 2.15 AT X= 1100 Y= 590 R= 30•0.0
FACTOR OF SAFETY= 1.82 AT X= 1120 Y= 5aC R= 2,80.0
FACTOR OF SAFETY= 1.84 AT X= 1140 .- 5'K, R= 330.0
FACTOR OF SAFETY= 1.98 AT X= 11'0 Y= 57`0 R= 3K.0
FACTOR OF SAFETY= 2.15 :T k= 110•0 Y= -'=O R= 380.0
FACTOR OF SAFETY: 2.34 AT X= 120C Y= 5j0 R=
FACTC4 OF SAFETY= 2,25 AT x= 1100 Y= c70 R= j,.
FACTO OF SAFETY= 1.84 AT 1120 Y= z 3=10.0
FZ*TO;l' OF SAFETY= 1.81 hT k= 114�' Y= _70 F= ---
i n,_T9IR 0, SJr-T`= l.ij H, f- 11t_` Y=
FACTOR OF SAFETY= 2,11 AT i,z 1181 Y= `-0 R= 3='1,0
FACTOR OF SAFETY: 2.30 AT X= 1200 Y= 570 R= 31-•0.0
FACTOR OF SAFETY= 2,43 AT X= 1100 Y= 550 R= 340.0
FACTO OF SAFETY: 1.89 AT X= 1120 Y= 550 R= 340.0
FACTOR OF SAFETY= 1.80 AT y= 1140 Y= 5`0 R= 340.0