My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
REV07535
DRMS
>
Back File Migration
>
Revision
>
REV07535
Metadata
Thumbnails
Annotations
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
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
51
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
<br /> 13 456.77 6206.3 16137.3 .0 2752.1 12 451.27 24.05 639799. 55.90 162.03 <br /> 14 467.75 5527.0 14383.8 .0 2094.6 .345 <br /> IS 478.73 4857.5 12630.4 .0 1840.9 13 462.26 24.05 507960. 49.33 145.34 <br /> 16 489.73 4182.3 10877.3 .0 1585.0 .339 <br /> 17 500.71 3509.1 9124.2 .0 1329.9 14 473.24 24.05 390511. 42.69 128.63 <br />' 18 509.71 2957.8 7690.5 .0 1121.0 .332 <br /> 19 515.20 2570.3 6683.0 .0 974.1 15 484.23 24.05 287339. 36.01 111.94 <br /> 20 522.69 1919.5 4995.4 .0 727.4 .322 <br /> 21 533.67 969.6 2521.0 .0 367.5 16 495.22 24.05 198468. 29.29 95.24 <br />' 22 542.02 246.8 642.1 .0 93.5 .308 <br /> 17 506.21 24.05 123936. 22.65 78.55 <br /> .286 <br />' -- <br />SPENCER' - <br />S (1973) ---- <br />-Magnitude & Location of <br />.276 IS 513.20 24.05 83980. 16.74 67.94 <br /> Inerstice Forces 19 517.20 24.05 64112. 16.71 59.36 <br /> - - .281 <br /> 20 526.18 24.05 23315. 10.96 35.79 <br /> Slice Right Force Interstice Force Boundary .306 <br /> Height 21 539.17 24.05 2722. 4.76 12.23 <br /> F xcootd Angle Force Height Heigh[ .389 <br /> Ratio 22 544.87 .00 0. .10 .00 .000 <br /> (fi) (degrees) (Ib) (fi) (fi) <br /> I 130.09 24.05 35054. 7.64 18.74 -- ---- <br /> .418 AVERAGE VALUES ALONG FAll.URE SURFACE <br /> 2 134.47 24.05 55106. 8.26 23.52 - - <br />' .351 <br /> 3 134.48 24.05 55227. 8.25 23.53 Toul Normal Stress = 9652.22 (psfl <br /> .350 Pore Water Pressure = .28 (psfl <br /> 4 135.36 24.05 61782. 8.39 24.77 Shear Svess = 2199.41 (psfl <br />' .339 <br /> 5 280.00 24.05 856866. 53.75 149.75 Total Length of failure surface = 626.68 feet <br /> .359 <br /> 6 406.93 24.05 1316936. 81.73 229.08 -- ---- <br /> .357 <br /> 7 407.31 24.05 13!0357. 81.81 228.82 <br /> .358 For the niggle specified surface atd the assumed angle <br /> 8 407.78 24.05 1302025. 81.54 228.11 of the interstice forces, the SPENCER'S (1973) <br />' .357 procedure gives a <br /> 9 418.30 24.05 1121247. 75.38 212.13 <br /> .355 FACTOR OF SAFETY = 2.214 <br /> 10 429.29 24.05 946428. 68.92 195.43 <br /> .353 Total shear strength available <br />' 11 440.28 24.05 785968. 62.43 178.73 along specked failure surface = 305.16E+04 Ib <br /> .349 <br /> <br /> <br /> <br /> <br /> <br />1 <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.