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2010-04-16_PERMIT FILE - C1996083
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2010-04-16_PERMIT FILE - C1996083
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Last modified
8/24/2016 4:08:12 PM
Creation date
6/9/2010 4:38:07 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
Permit File
Doc Date
4/16/2010
Doc Name
Overburden Stability Reports, Maleki Technologies, March 2004 & January 2010
Section_Exhibit Name
Volume IIIA Exhibit 16 Stability Evaluation of Terror Creek Crossing
Media Type
D
Archive
No
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5.0 OVERBURDEN STABILITY • <br />Stress conditions in the overburden before and after excavation of the mains are <br />compared using FLAC31) (Fast Lagrangian Analysis of Continua). FLAC is a finite - <br />difference code suitable for geotechnical analyses of multilayered geologic material. <br />Because it can include multiple material properties for different horizons, it has been <br />widely applied in modeling coal mine stratigraphy. <br />Details of these analyses are presented in attachment A, including an examination of <br />different stresses in the overburden under typical cover of 500 -ft. Figure 1 presents a <br />detailed view of model area, and figure 17 is the generalized stratigraphy used in these <br />analyses. Lines of symmetry are employed on model boundaries, and thus the area shown <br />is only a fraction of total modeled area. The models are entirely elastic with load transfer <br />to panel boundaries simulated through beams. <br />Mining geometry consists of a five -entry development system with 18 -ft spans. M <br />Modeling is simulated in two steps, including geologic consolidation (premining stress <br />state), and development of the mains. By comparing stress conditions prior to and after <br />development, the influence of mining on overburden stability is clearly visualized. The <br />model is loaded in the X and Y direction with expected horizontal stress field that <br />accounts for topographic conditions (section 3.2). The worst case condition is evaluated <br />by orienting the horizontal stress parallel to the rooms and crosscuts; <br />Sxx= Maximum applied horizontal stress= 1520 psi <br />Syy= Minimum applied horizontal stress= 420 psi <br />0 <br />Maleki Technologies, Inc. Page 31 <br />
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