My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2019-10-07_REVISION - M1977098 (5)
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1977098
>
2019-10-07_REVISION - M1977098 (5)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/27/2024 1:10:48 PM
Creation date
10/7/2019 2:30:24 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977098
IBM Index Class Name
REVISION
Doc Date
10/7/2019
Doc Name
Adequacy Review Response
From
Greg Lewicki & Assoc.
To
DRMS
Type & Sequence
TR4
Email Name
ACY
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.
/
19
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
E:\Work\Dropbox(GLA)\United Companies\Sievers Pit\DRMS\Draft 190930\Sievers Pit GALENA Data.pdf Monday,September 30,2019 4:37 PM <br /> 3. 058 <br /> 97 19.00 5568 .00 118.00 5536.33 279.77 6212. 67 695.42 <br /> 3. 058 <br /> 98 19. 00 5568.00 118.00 5536.33 279. 45 6211. 68 694 .38 <br /> 3.058 <br /> 99 19.00 5568. 00 118.00 5536. 33 280.41 6214 . 66 697.50 <br /> 3. 058 <br /> Critical Failure Surface (circle 1) <br /> ------------------------ <br /> Intersects: XL: 19. 00 YL: 5568 .00 XR: 134 .50 YR: 5530. 83 <br /> Centre: XC: 289.28 YC: 6209. 88 Radius: R: 696. 46 <br /> Generated failure surface: (20 points) <br /> 19.00 5568.00 24 . 90 5565.55 30.83 5563. 15 36.78 <br /> 5560.80 42. 75 5558 .51 <br /> 48.74 5556.27 54 .75 5554 .09 60.78 5551. 97 66.83 <br /> 5549. 90 72. 90 5547 . 88 <br /> 78 . 98 5545. 92 85.09 5544 .02 91.21 5542. 18 97 .35 <br /> 5540.38 103. 50 5538. 65 <br /> 109. 67 5536. 97 115. 86 5535.35 122. 06 5533.79 128 .27 <br /> 5532.28 134 . 50 5530.83 <br /> Slice Geometry and Properties - Critical Failure Surface (circle 1, 39 slices) <br /> -------------------------------------------------------- <br /> Slice X-S ------------------- Base --------------------- <br /> PoreWater Normal Test <br /> X-Left Area Angle Width Length Matl Cohesion Phi Weight <br /> Force Stress Factor <br /> 1 19. 00 0.83 22. 6 2.00 2. 17 1 0.00 45. 0 <br /> 91.42 0.00 40.22 0. 95 <br /> 2 21. 00 2.49 22. 6 2. 00 2.17 1 0.00 45.0 <br /> 274 .36 0. 00 120.70 0 . 95 <br /> 3 23. 00 3.31 22. 6 1. 90 2.06 1 0.00 45.0 <br /> 364 . 63 0.00 168. 49 0. 95 <br /> 4 24 . 90 5.71 22.0 2. 96 3.20 1 0.00 45.0 <br /> 627 .74 0. 00 186. 98 0. 95 <br /> 5 27 . 87 6.34 22. 0 2. 96 3.20 1 0.00 45.0 <br /> 696. 98 0.00 207 . 60 0. 95 <br /> 6 30. 83 6. 94 21.5 2. 97 3.20 1 0.00 45. 0 <br /> 763.88 0.00 227.41 0. 95 <br /> 7 33. 81 7 .48 21.5 2. 97 3.20 1 0. 00 45.0 <br /> 823.14 0. 00 245.06 0. 95 <br /> 8 36. 78 8.01 21.0 2. 98 3.20 1 0.00 45.0 <br /> 880. 63 0.00 262.03 0 . 95 <br /> 9 39. 76 8 .45 21. 0 2. 98 3.20 1 0.00 45. 0 <br /> 930.01 0.00 276.72 0. 95 <br /> 10 42.75 8 .89 20.5 3. 00 3.20 1 0. 00 45.0 <br /> 977 .77 0.00 290. 83 0. 95 <br /> 11 45. 74 9.25 20.5 3. 00 3.20 1 0.00 45.0 <br /> 1017.02 0. 00 302.49 0. 95 <br /> 12 48 . 74 9.59 19. 9 3.01 3.20 1 0.00 45.0 <br /> 1054 . 90 0.00 313. 65 0. 95 <br /> 13 51.74 9.86 19. 9 3. 01 3.20 1 0. 00 45.0 <br /> 1084 .28 0. 00 322.38 0. 95 <br /> 14 54 . 75 10.11 19.4 3.02 3.20 1 0.00 45. 0 <br /> 1111. 91 0.00 330.54 0. 95 <br /> 15 57 .76 10.28 19. 4 3.02 3.20 1 0.00 45.0 <br /> 1131.19 0.00 336.26 0. 95 <br /> 16 60. 78 10.44 18 . 9 3. 02 3.20 1 0.00 45. 0 <br /> 1148 .83 0.00 341.45 0. 95 <br /> 17 63. 80 10.52 18. 9 3.02 3.20 1 0.00 45.0 <br /> 1157 . 60 0.00 344 . 04 0. 95 <br /> 18 66. 83 10.59 18 .4 3. 03 3.20 1 0.00 45. 0 <br /> 1165.04 0.00 346.25 0. 95 <br /> 19 69. 86 10.58 18 . 4 3.03 3.20 1 0.00 45.0 <br /> 1163.57 0.00 345. 81 0. 95 <br /> -5- <br />
The URL can be used to link to this page
Your browser does not support the video tag.