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2008-12-10_REVISION - C1981010
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2008-12-10_REVISION - C1981010
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Last modified
8/24/2016 3:38:46 PM
Creation date
7/21/2009 9:33:39 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981010
IBM Index Class Name
Revision
Doc Date
12/10/2008
Doc Name
Trapper G-Pit Landslide Mining Assesment
From
Agapito Associates Inc
Type & Sequence
PR6
Media Type
D
Archive
No
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Jcmaurt, l5. 200S <br />'_0 ft <br />120 f <br />Figure 15. Conceptual 3D Model of Z-Dip Cut #2 Pit Spoil Pile <br />Pofie '5 <br />The methodology used to calibrate the spoil strengths was to incrementally decrease the <br />spoil frictional strength from a peak of 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 />from 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 ofthe analysis. I:i4?ure 16 shows <br />Agapito Associates, Inc.
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