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2009-09-21_PERMIT FILE - C1981010 (13)
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2009-09-21_PERMIT FILE - C1981010 (13)
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Last modified
8/24/2016 3:55:39 PM
Creation date
12/1/2009 10:16:02 AM
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Template:
DRMS Permit Index
Permit No
C1981010
IBM Index Class Name
Permit File
Doc Date
9/21/2009
Doc Name
Trapper G-Pit Landslide Mining Assesment, January 2008
Section_Exhibit Name
Appendix T
Media Type
D
Archive
No
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Januar.v 15, -7008 <br />21) ff <br />120 f <br />Figure 15. Conceptual 3D Model of Z-Dip Cut #2 Pit Spoil Pile <br />1 qge 25 <br />The methodology used to calibrate the spoil strengths was to incrementally decrease the <br />spoil frictional strength from a peak ot'55° until a failure surface developed in the spoil area of <br />the model similar to what was observed. Spoils were assumed to weaken with disturbance, that <br />is, any zone that reached its peak yield strength would soften to a residual strength of 10' less <br />after 5% inelastic strain (strain-softening relation). Thus, incrementally reducing peak strength <br />Isom 55° to 45° meant also reducing the residual strength from 45° to 35°. This would reproduce <br />the softening behavior of' the spoils necessary to reproduce the localized slope failure <br />mechanism. <br />Results ofthe analysis indicate that the limit of equilibrium ofthe spoil is reached when <br />the spoil friction is about 40°. Table 3 summarizes the results of the analysis. Figure 16 shows <br />Agap ito Associates, Inc.
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