My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2013-05-10_REVISION - M1977193 (3)
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1977193
>
2013-05-10_REVISION - M1977193 (3)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 5:45:58 PM
Creation date
5/13/2013 7:49:04 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977193
IBM Index Class Name
REVISION
Doc Date
5/10/2013
Doc Name
Preliminary Adequacy Review Reponse.
From
Azurite, Inc.
To
DRMS
Type & Sequence
AM5
Email Name
TC1
TCW
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.
/
120
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
GALENA 6.00 Analysis Results <br />Licensee: Azurite, Inc. <br />Project: T.H.E. Highwall Stability Analysis - Non - Circular Failure - Trial 4 <br />File: C: \Users \Ken \Documents \My Documents \THE \Galena \THEHighwall4- 22- 13.gmf Processed: 02 May 2013 15:06:54 <br />DATA: Analysis 1 <br />Material Properties (1 material) <br />Material: 1 (Hoek- Brown(83)) - Granite Gneiss <br />m s UCS UnitWeight Ru <br />14.6859999 0.1889000 15150 162.32 0.00 <br />Material Profiles (1 profile) <br />--------------- -- <br />Profile: 1 (2 points) Material beneath: 1 - Granite Gneiss <br />0.00 700.00 750.00 700.00 <br />Slope Surface (35 points) <br />0.00 <br />0.00 <br />10.00 <br />40.00 <br />40.00 <br />40.00 <br />50.00 <br />80.00 <br />80.00 <br />80.00 <br />90.00 <br />120.00 <br />120.00 <br />120.00 <br />130.00 <br />160.00 <br />160.00 <br />160.00 <br />170.00 <br />200.00 <br />200.00 <br />200.00 <br />210.00 <br />240.00 <br />240.00 <br />240.00 <br />250.00 <br />280.00 <br />280.00 <br />280.00 <br />290.00 <br />320.00 <br />320.00 <br />320.00 <br />330.00 <br />360.00 <br />360.00 <br />360.00 <br />370.00 <br />400.00 <br />400.00 <br />400.00 <br />410.00 <br />440.00 <br />440.00 <br />440.00 <br />450.00 <br />480.00 <br />480.00 <br />480.00 <br />490.00 <br />520.00 <br />520.00 <br />520.00 <br />530.00 <br />560.00 <br />560.00 <br />560.00 <br />570.00 <br />600.00 <br />600.00 <br />600.00 <br />610.00 <br />640.00 <br />640.00 <br />640.00 <br />650.00 <br />680.00 <br />680.00 <br />680.00 <br />Failure Surface <br />80.00 <br />411.33 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />10 <br />90.00 <br />--------------- <br />Non- circular <br />surface (3 <br />points) <br />12.16 <br />1 <br />11 <br />100.00 <br />472.82 <br />34.7 <br />10.00 <br />0.00 <br />0.00 <br />309.00 <br />214.00 <br />320.00 <br />320.00 <br />10.00 <br />12.16 <br />1 <br />13 <br />RESULTS: Analysis 1 <br />Spencer- Wright Method of Analysis - Non - Circular Failure Surface <br />---------------------------------------- ------ ------------ - - - - -- <br />Factor of Safety: 1.90 <br />Final Angle of Interslice Forces: 35.8 degrees <br />Negative interslice forces exist on one or more slices - examine slice data and consult the GALENA Help utility <br />Slice Geometry and Properties (33 slices) <br />Slice <br />- - - -- <br />X -S <br />------------- <br />- - <br />- - -- Base <br />- - -- <br />Cohesion <br />X-Left <br />Area <br />Angle <br />Width <br />Length <br />Matl <br />1 <br />0.00 <br />165.37 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />2 <br />10.00 <br />296.12 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />3 <br />20.00 <br />226.86 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />4 <br />30.00 <br />157.61 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />5 <br />40.00 <br />286.35 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />6 <br />50.00 <br />419.09 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />7 <br />60.00 <br />349.84 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />8 <br />70.00 <br />280.58 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />9 <br />80.00 <br />411.33 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />10 <br />90.00 <br />542.07 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />11 <br />100.00 <br />472.82 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />12 <br />110.00 <br />403.56 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />13 <br />120.00 <br />534.30 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />14 <br />130.00 <br />665.05 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />15 <br />140.00 <br />595.79 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />16 <br />150.00 <br />526.54 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />17 <br />160.00 <br />657.28 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />18 <br />170.00 <br />788.03 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />19 <br />180.00 <br />718.77 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />20 <br />190.00 <br />649.51 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />21 <br />200.00 <br />780.26 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />22 <br />210.00 <br />911.00 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />23 <br />220.00 <br />841.75 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />24 <br />230.00 <br />772.49 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />25 <br />240.00 <br />903.24 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />26 <br />250.00 <br />1033.98 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />27 <br />260.00 <br />964.72 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />28 <br />270.00 <br />895.47 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />29 <br />280.00 <br />1026.21 <br />34.7 <br />10.00 <br />12.16 <br />1 <br />30 <br />290.00 <br />1100.75 <br />34.7 <br />9.50 <br />11.56 <br />1 <br />31 <br />299.50 <br />1038.25 <br />34.7 <br />9.50 <br />11.56 <br />1 <br />32 <br />309.00 <br />437.25 <br />84.1 <br />5.50 <br />53.28 <br />1 <br />33 <br />314.50 <br />145.75 <br />84.1 <br />5.50 <br />53.28 <br />1 <br />RHS <br />320.00 <br />-- - - - - -- <br />-26.69 <br />- - - - - -- <br />0.00 <br />X -S <br />X-S Area: <br />20000.00 <br />Path <br />Length: <br />482.44 <br />-------- - <br />- - - -- <br />PoreWater <br />- -- Left <br />Hand Side <br />- - -- <br />Cohesion <br />Phi <br />Weight <br />Force <br />Side Force <br />1/h <br />11 /h <br />1327.60 <br />54.1 <br />26843.21 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />1832.14 <br />49.6 <br />48065.63 <br />0.00 <br />9393.26 <br />0.00 <br />0.00 <br />1569.71 <br />51.7 <br />36824.05 <br />0.00 <br />18308.81 <br />0.01 <br />0.01 <br />1296.35 <br />54.4 <br />25582.47 <br />0.00 <br />27711.68 <br />0.02 <br />0.02 <br />1803.19 <br />49.8 <br />46804.89 <br />0.00 <br />37065.91 <br />0.05 <br />0.05 <br />2276.21 <br />46.7 <br />68027.32 <br />0.00 <br />46057.60 <br />0.02 <br />0.02 <br />2029.24 <br />48.2 <br />56785.73 <br />0.00 <br />53198.28 <br />0.02 <br />0.02 <br />1774.13 <br />50.0 <br />45544.16 <br />0.00 <br />61460.92 <br />0.03 <br />0.03 <br />2248.88 <br />46.8 <br />66766.58 <br />0.00 <br />70523.76 <br />0.05 <br />0.05 <br />2698.11 <br />44.4 <br />87989.01 <br />0.00 <br />77804.15 <br />0.02 <br />0.02 <br />2462.92 <br />45.6 <br />76747.42 <br />0.00 <br />82340.52 <br />0.03 <br />0.03 <br />2221.46 <br />47.0 <br />65505.84 <br />0.00 <br />88429.57 <br />0.04 <br />0.04 <br />2672.02 <br />44.5 <br />86728.26 <br />0.00 <br />95846.34 <br />0.05 <br />0.05 <br />3102.52 <br />42.6 <br />107950.68 <br />0.00 <br />100566.88 <br />0.03 <br />0.03 <br />2876.72 <br />43.6 <br />96709.10 <br />0.00 <br />101891.66 <br />0.04 <br />0.04 <br />2645.86 <br />44.7 <br />85467.53 <br />0.00 <br />105090.59 <br />0.05 <br />0.05 <br />3077.43 <br />42.7 <br />106689.95 <br />0.00 <br />109992.88 <br />0.06 <br />0.06 <br />3492.59 <br />41.0 <br />127912.37 <br />0.00 <br />111535.63 <br />0.04 <br />0.04 <br />3274.54 <br />41.8 <br />116670.80 <br />0.00 <br />109174.94 <br />0.05 <br />0.05 <br />3052.29 <br />42.8 <br />105429.22 <br />0.00 <br />108942.15 <br />0.05 <br />0.05 <br />3468.33 <br />41.1 <br />126651.64 <br />0.00 <br />110700.98 <br />0.06 <br />0.06 <br />3870.54 <br />39.6 <br />147874.06 <br />0.00 <br />108585.21 <br />0.05 <br />0.05 <br />3659.08 <br />40.4 <br />136632.47 <br />0.00 <br />102153.34 <br />0.06 <br />0.06 <br />3444.02 <br />41.2 <br />125390.89 <br />0.00 <br />98057.50 <br />0.07 <br />0.07 <br />3846.99 <br />39.7 <br />146613.31 <br />0.00 <br />96185.14 <br />0.08 <br />0.08 <br />4238.01 <br />38.5 <br />167835.73 <br />0.00 <br />90020.52 <br />0.06 <br />0.06 <br />4032.27 <br />39.1 <br />156594.16 <br />0.00 <br />79194.20 <br />0.08 <br />0.08 <br />3823.40 <br />39.8 <br />145352.56 <br />0.00 <br />70879.40 <br />0.10 <br />0.10 <br />4215.08 <br />38.5 <br />166574.98 <br />0.00 <br />64980.73 <br />0.12 <br />0.12 <br />4601.27 <br />37.4 <br />178674.53 <br />0.00 <br />54440.58 <br />0.10 <br />0.10 <br />4410.73 <br />37.9 <br />168529.00 <br />0.00 <br />39653.64 <br />0.15 <br />0.15 <br />712.24 <br />66.3 <br />70974.42 <br />0.00 <br />27273.18 <br />0.24 <br />0.24 <br />694.06 <br />68.1 <br />23658.14 <br />0.00 <br />499.65 <br />0.46 <br />0.46 <br />---- - - - - -- <br />-26.69 <br />0.00 <br />0.00 <br />X -S <br />Weight: <br />3246400.25 <br />
The URL can be used to link to this page
Your browser does not support the video tag.