PERMFILE71577

• Permit No: C1982057
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: SUPPLEMENTAL GEOTECHNICAL INVESTIGATION FOR HAUL ROAD G
• Section_Exhibit Name: TAB 13 ATTACHMENT 13-3B
• Media Type: D
• Archive: No

File: HLRDG60 - Seneca II-W Haul Rd. G STA. 60+00
SINGLE CENTER ANALYSIS
Approximately 20 slices selected
~cle center at X= 342.0, Y= 104.0
2.507 at R= 32.2
X= 342.0 Y= 104.0 R= 32.2
SLICE X-LEFT DX TAN TAN COHESION VERTICAL RESISTING DRIVING
THETA PHI FORCE TERM TERM
1 315.5 2.2 1.283 0.577 150 364 685 287
2 317.8 2.2 1.034 0.577 150 1013 1069 728
3 320.0 1.7 0.872 0.577 150 1062 958 698
4 321.7 1.7 0.759 0.577 150 1203 1013 727
5 323.4 1.7 0.662 0.577 150 1305 1048 720
6 325.1 1.7 0.577 0.577 150 1373 1067 686
7 326.8 1.7 0.500 0.577 150 1412 1072 631
8 328.5 1.7 0.429 0.577 150 1423 1065 561
9 330.2 1.7 0.364 0.577 150 1410 1048 482
10 331.8 1.7 0.302 0.577 150 1373 1022 397
11 333.5 1.7 0.244 0.577 150 1314 987 311
12 335.2 1.7 0.187 0.577 150 1233 942 227
13 336.9 1.7 0.133 0.577 150 1133 889 149
14 338.6 1.7 0.079 0.577 150 1012 826 80
15 340.3 1.7 0.026 0.577 150 872 753 23
16 342.0 1.7 -0.026 0.577 150 715 672 -19
17 343.7 1.7 -0.079 0.577 150 535 576 -42
18 345.4 1.7 -0.133 0.577 150 335 466 -44
19 347.1 1.7 -0.188 0.577 150 115 341 -21
r1
L_.J
GEOSYSTEM SLOPE STABILITY PROGRAM
SB-SLOPE
PROJECT DATA:
Project: Stability of Haul Road G @ STA. 60+00 No Phreatic Surface
Location: Seneca II-W Mine, Hayden,CO
Filename: HLRDG60 Description: Seneca II-W Haul Rd. G STA. 60+00
ANALYSIS DATA:
Point Coordinates Line Left Right Soil
No. X Y No. Point Point No.
1 20.0 150.0 1 1 2 1
2 220.0 100.0 2 2 3 1
3 320.0 85.0 3 3 8 1
4 360.0 68.0 4 4 5 1
5 475.0 80.0 5 5 6 1
6 502.0 80.0 6 6 7 1
7 525.0 100.0 7 8 9 2
8 350.0 72.0 8 9 10 2
9 402.0 90.0 9 10 5 2
10 435.0 90.0 10 8 4 1
11 620.0 150.0 11 7 11 1
•
Soil Density
No. pcf
1 128.5
2 127.1
Cohesion Phi
psf Deg
150 30.0
340 28.0