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REV07535
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REV07535
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Entry Properties
Last modified
8/25/2016 1:08:21 AM
Creation date
11/21/2007 9:43:53 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
8/6/1998
Doc Name
PAD 1 SLOPE STABILITY EVALUATION
From
GOLDER ASSOCIATES INC
To
CRIPPLE CREEK & VICTOR GOLD MINING CO
Type & Sequence
TR27
Media Type
D
Archive
No
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<br />1 <br /> <br />1 <br /> <br /> <br /> <br />XSTABL File: EWIS 7-09-98 14:24 <br />• XSTABL <br />» « <br />• Slope SrabBiry Arelysis <br />• using the <br />• Method of Slices <br />} Copyright (C) 1992 A 96 <br />* Interacdve Software Designs, lnc. <br />» Moscow, m 83843, U.S.A. <br />» All Rights Reserved <br />• Ver. S.Z00 96 A 1325 • <br />R}}aitt«it«tit}t}a!}aai»iiit»ti»«tt}#t}}i} <br />Problem Description :Stability Eval.: Secrion E-E' <br />Maximum orc height to elevadon 9700 feet <br />Sideslope = 2.SH:IV <br />Static <br />Spencer's method <br />20 2328.0 9365.0 2390.0 9350.0 3 <br />21 2390.0 935(1.0 2510.0 9350.0 3 <br />22 2510.0 9350.0 2830.0 9375.0 3 <br />23 2830.0 9375.0 3200.0 9450.0 3 <br />ISOTROPIC Soil Parameters <br />3 Soil unit(s) specified <br />Soil Unit Weight Cohesion Friction Port Pressure <br />Water <br />Unit Moat Sat. Intercept Angle Parameter Constant <br />Surface <br />No. (pc0 (pcf) (psp (deg) Ru (psf) No. <br />1 105.8 110.0 .0 40.00 .000 .0 1 <br />2 120.0 125.0 1600.0 15.00 .000 .0 <br />0 <br />3 120.0 125.0 .0 40.00 .000 .0 0 <br /> <br /> <br />1 <br />1 <br /> <br />1 <br />1 <br />1 <br /> <br /> <br /> <br />SEGMENT BOUNDARY COORDBJATES <br />9 SURFACE bourdary segmervs <br />Segment x-left y-left x•right y-right Soil Unit <br />No. (fi) (h) (fi) (fi) Below Segment <br />I 900.0 9190.0 1000.0 9190.0 3 <br />2 1000.0 9190.0 1287.5 9305.0 3 <br />3 1287.5 9305.0 1315.3 9305.0 3 <br />4 1315.3 9305.0 1318.5 9305.0 2 <br />5 1318.5 9305.0 1333.5 9300.0 2 <br />6 1333.5 9300.0 1548.0 9300.0 1 <br />7 1548.0 9300.0 2398.0 9640.0 1 <br />8 2398.0 9640.0 2940.0 9700.0 1 <br />9 2940.0 9700.0 3380.0 9700.0 1 <br />23 SUBSURFACE boundary segments <br />Segment x-left y-left x•right y-tight Soil Uni[ <br />No. (h) (fi) (h) (h) Below Segment <br />1 1333.5 9300.0 1497.5 9246.0 2 <br />2 1497.5 9246.0 1538.0 9246.0 2 <br />3 1538.0 9246.0 1700.0 9251.0 2 <br />4 1700.0 9251.0 1990.0 9276.0 2 <br />5 1990.0 9276.0 2070.0 9301.0 2 <br />6 2070.0 9301.0 2298.0 9366.0 2 <br />7 2298.0 9366.0 2328.0 9366.0 2 <br />8 2326.0 9366.0 2390.0 9351.0 2 <br />9 2390.0 9351.0 2510.0 9351.0 2 <br />10 2510.0 9351.0 2830.0 9376.0 2 <br />II 2830.0 9376.0 3200.0 9451.0 2 <br />12 1315.3 9305.0 1333.2 9299.0 3 <br />13 1333.2 9299.0 1497.5 9245.0 3 <br />14 1497.5 9245.0 1538.0 9245.0 3 <br />IS 1538.0 4245.0 1700.0 9250.0 3 <br />16 1700.0 9250.0 1990.0 4275.0 3 <br />17 1990.0 9275.0 2070.0 9300.0 3 <br />I8 2070.0 9300.0 2298.0 9365.0 3 <br />19 2298.0 9365.0 2328.0 9365.0 3 <br />I Warer surface(s) have been specked <br />Unit weight of water = 62.40 (pct) <br />Water SuRace No. 1 specifed by 2 coordinate points <br />a«»s»}a}}}r«s«»»»}}}}}}r}s»»«»}r} <br />PHREATIC SURFACE, <br />}«}»}}}««»a««»}}}»rr««»«»«»}}}}} <br />Point x-water y-water <br />No. (fi) (fi) <br />1 1332.50 9300.00 <br />2 2070.00 9300.00 <br />A SINGLE FAILURE SURFACE HAS BEEN <br />SPECIF~D FOR ANALYSIS <br />Trial failure surface specified by <br />the fo0owing 13 coordinate points <br />Pomt x-surf y-surf <br />No. (h) (fi) <br />1 1476.02 9300.00 <br />2 1495.13 9291.09 <br />3 1586.48 9247.56 <br />4 1589.11 9247.08 <br />5 1700.10 9250.50 <br />6 1990.00 9275.50 <br />7 2070.00 9300.50 <br />6 2298.00 9365.50 <br />9 2299.29 9365.50 <br />10 2299.67 9366.00 <br />ll 2343.20 9459.35 <br />12 2386.73 9552.70 <br />13 2429.04 9643.44 <br /> <br />
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