2008-01-24_PERMIT FILE - C1981020A

• Permit No: C1981020A
• IBM Index Class Name: Permit File
• Doc Date: 1/24/2008
• Section_Exhibit Name: Tables 2.1-1 to 4.1-5
• Media Type: D
• Archive: Yes

• Table 3.9.4 STABILITY ANALYSIS OF PRELAW DISTURBANCE RECLAMATION
REAME, FORTRAN, 5-1-85, COPYRIGHTED BY CIVIL ENGINEERING SOFTWARE CENTER
UNIVERSITY OF KENTUCKY, LEXINGTON, KY 40506
HUNGER ROAD RECLAMATION BACKFILL AT STATION 18+00
NUMBER OF BOUNDARY LINES= 2
NUMBER OF POINTS ON BOUNDARY LINES ARE: 3 3
ON BOUNDARY LINE NO. 1,POINT NO. AND COORDINATES ARE:
1 86.000 120.000 2 100.000 120.000 3 126.000 150.000
ON BOUNDARY LINE NO. 2,POINT NO. AND COORDINATES ARE:
1 86.000 120.000 2 106.000 135.000 3 126.000 150.000 ,
NO. OF RADIUS CONTROL ZONES= 1
NO. OF SEEPAGE CASES= 1
FOR RAD. CONT. ZONE NO. 1
NO. OF CIRCLES= 5
LZNE NO.= 1 BEGIN PT
SOIL NO. COHESION
1 300.000
F. ANGLE
32.000
• SEISMIC COEFFICIENT=
UNIT WEIGHT OF WATER=
~s
.000
62.400
PRINT ALL CIRCLES= 0
RADIUS DECREMENT= .000
ID NO. FOR FIRST CIRCLE= 1
NO.= 1 END PT. NO.= 3
UNIT WT.
135.000
MIN. DEPTH OF TALLEST SLICE= 5.000
THE FACTORS OF SAFETY ARE DETERMINED
NSPG= 0 NSRCH= 1 NO. OF SLICES=
NO. OF CENTERS TO BE ANALYZED=
POINT=( 90.000, 150.000) XINC=
CENTER OF CIRCLE SEEPAGE TOTAL NO.
X COORD. Y COORD. CASE NO. CIRCLE
BY THE SIMPLIFIED BISHOP METHOD
10 NO. OF ADD. RADII= 3
1
L0.000 YINC= 10.000
CRITICAL RADIUS LOWEST WARNING
CIR. NO. F. S.
90.000 150.000 1 2 1 27.205 2.201 0
100.000 150.000 1 1 1 19.648 2.639 0
80.000 150.000 1 0 0 30.594 ******* 0
90.000 160.000 1 1 1 33.754 2.415 0
90.000 140.000 1 2 1 20.000 2.286 0
92.500 150.000 1 2 1 25.316 2.286 0
87.500 150.000 1 2 1 29.094 2.127 0
85.000 150.000 1 2 1 30.017 2.190 0
87.500 152.500 1 2 1 30.731 2.150 0
87.500 147.500 1 2 1 27.457 2.115 0
87.500 145.000 1 2 1 25.000 2.204 0
90.000 147.500 1 2 1 25.567 2.186 0
85.000 147.500 1 4 1 27.518 2.302 0
AT POINT ( 87.500, 147.500),RADIUS 27.457
THE MINIMUM FACTOR OF SAFETY IS 2.115
Mu Vol. I
Page - 4
8/30/96