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= 492.0, Y= 150.0
1.340 at R= 69.9
X= 492.0 Y= 150.0 R= 69.9
SLICE X-LEFT DX TAN TAN COHESION VERTICAL RESISTING DRIVING
THETA PHI FORCE TERM TERM
1 503.1 2.7 0.182 0.577 150 330 566 59
2 505.9 2.7 0.223 0.577 150 969 906 211
3 508.6 2.7 0.266 0.577 150 1569 1221 403
4 511.3 2.7 0.310 0.577 150 2126 1512 630
5 514.1 2.7 0.356 0.577 150 2641 1780 886
6 516.8 2.7 0.404 0.577 150 3111 2026 1165
7 519.5 2.7 0.454 0.577 150 3533 2250 1461
8 522.3 2.7 0.508 0.577 150 3906 2452 1768
9 525.0 2.5 0.562 0.577 150 3660 2292 1792
10 527.5 2.5 0.617 0.577 150 3611 2278 1896
11 529.9 2.5 0.676 0.577 150 3517 2243 1970
12 532.4 2.5 0.741 0.577 150 3375 2187 2010
13 534.8 2.5 0.813 0.577 150 3180 2105 2006
14 537.3 2.5 0.892 0.577 150 2927 1993 1949
15 539.8 2.5 0.983 0.577 150 2607 1846 1827
16 542.2 2.5 1.088 0.577 150 2210 1655 1628
17 544.7 2.5 1.213 0.577 150 1725 1409 1331
18 547.1 2.5 1.366 0.577 150 1132 1089 913
following slice has a normal force= -30
549.6 2.5 1.561 0.577 150 403 667 339
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 Soil Density
No. X Y No. Point Point No. No. pcf
1 20.0 150.0 1 1 2 1 1 128.5
2 220.0 100.0 2 2 3 1 2 127.1
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
620.0 150.0 11 7 11 1
Cohesion Phi
psf Deq
150 30.0
340 28.0