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2014-08-19_PERMIT FILE - C1980007 (10)
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2014-08-19_PERMIT FILE - C1980007 (10)
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Last modified
10/28/2016 9:13:07 AM
Creation date
10/28/2016 8:49:19 AM
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DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Permit File
Doc Date
8/19/2014
Doc Name
Haul Road Geotechnical Design Method
Section_Exhibit Name
Exhibit 82 Appendix H
Media Type
D
Archive
No
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0.98 <br />Mountain Coal Company RPE East HR -1: Seepage & Stability Analysis <br />ESSA, Colluvium Fully Softened Shear Strength, Seismic (no suction) <br />File Name: RPE -Haul -Road -Stability - FinalSurvey.gsz Name: Shale <br />6.55 Model: Shear/Normal Fn. <br />Last Saved Date: 5/10/2012 Unit Weight: 142.5 pcf <br />6.50 Factor of Safety: 0.98 Name: Colluvium (FS) (no suction) Unit Wt. Above Water Table: 135 pcf <br />Model Mohr -Coulomb Strength Function: Shale (Halfway: F <br />6.25 <br />I --- <br />C) <br />p 6.20 <br />C) <br />T_ <br />X 6.15 <br />6.10 <br />O <br />6.05 <br />W <br />6.00 <br />5.95 <br />5.90 <br />5.85 <br />5.80 <br />5.75 <br />5.70 <br />0.26 <br />Name: Coal <br />Model. Mohr -Coulomb <br />Unit Weight: 85 pcf <br />Unit Wt. Above Water Table: 82.4 pcf <br />Cohesion: 5000 psf <br />Phi: 30 ° <br />7.5 gpm/50' = 3.342e-004 cfstft <br />Figure 11 <br />Haul --------------------------- <br />Roadd <br />----------------------------------------- <br />-- <br />Name: Sandstone <br />Model: Bedrock (Impenetrable) <br />0 36 0.46 0 56 0.66 0.76 0.86 0.96 1.06 1.16 <br />Horizontal Distance (ft) (x 1000) <br />6.55 <br />6.50 <br />6.45 <br />6.40 <br />6.35 <br />6.30 <br />6.20 <br />6.15 C <br />C <br />6.10 <br />6.05 <br />6.00 <br />5.95 <br />5.90 <br />5.85 <br />5.80 <br />5.75 <br />5.70 <br />1.26 1.36 1.46 1.56 1.66 1.76 <br />Unit Weight: 135.4 pcf <br />6.45 <br />Unit Wt. Above Water Table: 130 pcf <br />Horizontal Seismic Acceleration - 0.0698g Cohesion: 394 psf - <br />Phi: 23.9 ° <br />6.40 <br />Name: Carbonaceous Shale <br />Model: Shear/Normal Fn. <br />Unit Weight. 142.5 pcf Name: Drainage Blanket <br />6.35 <br />Unit Wt. Above Water Table: 135 pcf Model: Mohr -Coulomb <br />6.30 <br />Strength Function: Shale (FS, Lab) Unit Weight: 120 pcf <br />Cohesion: 0 psf <br />Phi: 30 ° <br />6.25 <br />I --- <br />C) <br />p 6.20 <br />C) <br />T_ <br />X 6.15 <br />6.10 <br />O <br />6.05 <br />W <br />6.00 <br />5.95 <br />5.90 <br />5.85 <br />5.80 <br />5.75 <br />5.70 <br />0.26 <br />Name: Coal <br />Model. Mohr -Coulomb <br />Unit Weight: 85 pcf <br />Unit Wt. Above Water Table: 82.4 pcf <br />Cohesion: 5000 psf <br />Phi: 30 ° <br />7.5 gpm/50' = 3.342e-004 cfstft <br />Figure 11 <br />Haul --------------------------- <br />Roadd <br />----------------------------------------- <br />-- <br />Name: Sandstone <br />Model: Bedrock (Impenetrable) <br />0 36 0.46 0 56 0.66 0.76 0.86 0.96 1.06 1.16 <br />Horizontal Distance (ft) (x 1000) <br />6.55 <br />6.50 <br />6.45 <br />6.40 <br />6.35 <br />6.30 <br />6.20 <br />6.15 C <br />C <br />6.10 <br />6.05 <br />6.00 <br />5.95 <br />5.90 <br />5.85 <br />5.80 <br />5.75 <br />5.70 <br />1.26 1.36 1.46 1.56 1.66 1.76 <br />
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