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MSEW--Mechanically Stabilized Earth Walls Soundview Technology Center P rescnt Dn Timw Tue Dec 13 13:47:53 2016 C:\Useis\chase halsen\DesklopThase-Desktop Copies\Well Designs\4011 05\40 Foot BEN ANALYSIS:CALCULATED FACTORS(Static conditions) Bearing capacity,Fs= 10.91,Meyerhof stress=5469 lb/ft. Foundation Interface: Direct sliding,Fs=3.194, Eccentricity,e/L=0.0487.Fs-overturnine=6.79 GEOGRID CONNECTION Fs-overall Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product # Elevation Length Type [pullout [connection [geogrid strength resistance sliding e/L name [ft] IN # resistance] break] strength] Fs Fs Fs 1 2.00 35.00 5 N/A 2.06 2.18 2.181 25.474 2.103 0.0425 22XT 2 4.67 35.00 4 N/A 1.86 1.88 1.876 31.773 2.580 0.0350 Miragrid 2.. 3 7.33 35.00 4 N/A 2.00 2.02 2.020 30.930 2.791 0.0281 Miragrid 2.. 4 10.00 35.00 4 N/A 2.16 2.18 2.185 29,687 3,038 0.0220 Miragrid 2.. 5 12.67 35.00 3 N/A 1.64 1.66 1.655 28.556 3.330 0.0165 Miragrid 1.. 6 15.33 35.00 3 N/A 1.80 1.82 1.820 27.377 3.680 0.0117 Miragrid I.. 7 18.00 35.00 3 N/A 2.00 2.02 2.019 26.141 4.111 0.0076 Miragrid 1.. 8 20.67 35.00 3 N/A 2.25 2.28 2.276 25.003 4.653 0.0042 Miragrid 1.. 9 23.33 35.00 2 N/A 1.60 1.62 1.615 23.824 5.351 0.0014 Miragrid 7XT 10 26.00 35.00 2 N/A 1.86 1.88 1.881 22.595 6.296 -0.0007 Miragrid 7XT 11 28.67 35.00 1 N/A 1.78 1,80 1.801 21.449 7.640 -0.0021 Miragrid 5XT 12 31.33 35.00 l N/A 2.23 2.25 2.252 20.273 9.708 -0.0029 Miragrid 5XT 13 34.00 35.00 1 N/A 2.97 3.00 2.997 19.048 13.380 -0,0030 Miragrid 5XT 14 36.67 35.00 1 N/A 4.46 4.50 4.504 17.891 22.004 -0.0024 Miragrid 5XT 15 39.33 35.00 1 N/A 10.56 10.67 10.668 19.823 86.412 -0,0008 Miragrid 5XT ANALYSIS:CALCULATED FACTORS(Seismic conditions) Bearing capacity,Fs=7.03,Meyerhof stress=6812 lb/ftz. Foundation Interface:Direct sliding,Fs= 1.800,Eccentricity,e/L=0.1377,Fs-overturning=3.17 GEOGRID CONNECTION Fs-overall Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product # Elevation Length Type [pullout [connection [geogrid strength resistance sliding e/L name [ft] [ft] # resistance] break] strength] Fs Fs Fs 1 2.00 35.00 5 N/A 1.76 1.86 1.863 16.054 1.187 0.1224 22XT 2 4.67 35.00 4 N/A 1.52 1.53 1,535 18.811 1.461 0.1035 Miragrid 2.. 3 7.33 35.00 4 N/A 1.63 1.64 1.642 18.136 1.586 0.0862 Miragrid 2.. 4 10.00 35.00 4 N/A 1.74 1.76 1.762 17.224 1.734 0.0705 Miragrid 2.. 5 12.67 35.00 3 N/A 1.31 1.32 1.322 16.346 1.910 0,0564 Miragrid I.. 6 15.33 35.00 3 N/A 1.42 1.44 1.439 15.432 2.123 0.0439 Miragrid I., 7 18.00 35.00 3 N/A 1.56 1.58 1.575 14.474 2.389 0.0329 Miragrid L. 8 20.67 35.00 3 N/A 1.73 1.75 1.747 13.527 2.727 0.0234 Miragrid I.. 9 23.33 35.00 2 N/A 1.20 1.21 1.214 12.529 3.171 0.0154 Miragrid 7XT 10 26,00 35.00 2 N/A 1.36 1.38 1.378 11.464 3.786 0.0090 Miragrid 7XT 11 28.67 35.00 1 N/A 1.26 1.27 1.272 10.354 4,687 0.0040 Miragrid 5XT 12 31.33 35.00 l N/A 1.49 1.51 1.510 9,131 6.131 0.0005 Miragrid 5XT 13 34.00 35.00 1 N/A 1.84 1.85 1.855 T725 8.852 -0.0016 Miragrid 5XT 14 36.67 35.00 1 N/A 2.39 2.41 2.411 6.036 15.862 -0.0021 Miragrid 5XT 15 39.33 35.00 1 N/A 3.62 3.65 3.654 3.932 76.996 -0.0008 Miragrid 5XT Soundview Technology Center Page 5 of 5 Copyright© 1998-2011 ADAMA Engineering,Ine, License number MI,NIA0t109