PERMFILE45871

• Permit No: m2004044
• IBM Index Class Name: Permit File
• Doc Date: 6/15/2004
• Doc Name: Application Part 3 - Gravel Mine Slope Stability Analysis
• From: Aggregate Industries - WCR Inc.
• To: DMG
• Media Type: D
• Archive: No

7 128.9 60.0 129.0 66.0 1
8 95.1 60.0 125.1 60.0 2
9 128.9 60.0 155.0 60.0 2
10 95.0 35.0 125.2 35.0 3
11 128.8 35.0 225.0 35.0 3
12 .0 31.9 225.0 31.9 4
__________________________
ISOTROPIC Soil Parameters
7 Soil unit(s) specified
Soil Unit Weight Cohesion Friction Pore Pressure Water
Unit Moist Sat. Intercept Angle Parameter Constant Surface
No. (pcf) (pcf) (psf) (deg) Ru (psf) No.
1 114.0 126.0 150.0 28.00 .000 .0 1
2 130.0 137.0 .0 37.00 .000 .0 1
3 124.0 134.0 .0 14.00 .000 .0 1
4 124.0 134.0 500.0 22.00 .000 .0 1
5 116.0 119.0 200.0 22.00 .000 .0 1
6 130.0 137.0 .0 37.00 .000 .0 1
7 110.0 122.0 .0 22.00 .000 .0 1
1 Water surface(s) have been specified
Unit weight of water = 62.40 (pcf)
Water Surface No. 1 specified by 6 coordinate points
***#*********#**********k*********
PHREATIC SURFACE,
**#***************************k***
Point x-water y-water
No. (ft) (ft)
1 .00 35.00
2 94.90 35.00
3 95.00 36.00
4 125.20 36.00
5 129.00 65.00
6 225.00 65.00
A critical failure surface searching method, using a random
technique for generating CIRCULAR surfaces has been specified.
600 trial surfaces will be generated and analyzed.