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MSM--- Mechanically S;kibihzed Earth Walls Soundview Technology Center d;)Z.1"I m" I),'I1 l 101) 11?ill D""' 1 0 ANALYSIS:CALCULATED FACTORS(Static conditions) Bearing capacity,Fs= 10.64,Meyerhof stress=6537 lb/ft2. Foundation Interface: Direct sliding,Fs=3.138, Eccentricity,e/L=0.0510. Is-overtUrnina-6.56 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 41.00 5 N/A 1.72 1.82 1.820 29.850 2.048 0.0456 22XT 2 4.67 41.00 4 N/A 1.53 1.54 1.545 37.338 2.482 0.0389 Miragrid 2.. 3 7.33 41.00 4 N/A 1,63 1.64 1.641 36.694 2.646 0.0327 Miragrid 2.. 4 10.00 41.00 4 N/A 1.73 1.75 1,748 35.537 2.833 0.0270 Miragrid 2.. 5 12.67 41.00 4 N/A 1.86 1.88 1.876 34.415 3.048 0.0218 Miragrid 2.. 6 15.33 41.00 4 N/A 2.00 2.02 2.020 33.233 3.294 0.0171 Miragrid 2.. 7 18.00 41.00 4 N/A 2.16 2.18 2.185 31.983 3.583 0.0129 Miragrid 2.. 9 20.67 41.00 3 N/A 1.64 1.66 1.655 30.869 3.925 0.0093 Miragrid I.. 9 23.33 41.00 3 N/A 1.80 1.82 1.820 29.687 4.336 0.0061 Miragrid I.. 10 26.00 41.00 3 N/A 2.00 2.02 2.019 28.444 4.841 0.0034 Miragrid L. 11 28.67 41.00 3 N/A 2.25 2.28 2.276 27.308 5.475 0.0011 Miragrid L. 12 31.33 41.00 2 N/A 1.60 1.62 1,615 26.142 6.294 -0.0006 Miragrid 7XT 13 34.00 41.00 2 N/A 1.86 1.88 1,881 24.905 7.400 -0.0019 Miragrid 7XT 14 36.67 41.00 1 N/A 1.78 1,80 1,801 23.761 8.974 -0.0027 Miragrid 5XT 15 39.33 41.00 1 N/A 2.23 2.25 2.252 22.584 11.397 -0.0031 Miragrid 5XT 16 42.00 41.00 1 N/A 2.97 3.00 2.997 21.351 15.698 -0.0029 Miragrid 5XT 17 44.67 41.00 1 N/A 4.46 4.50 4.504 20,195 25.801 -0.0022 Miragrid 5XT 18 47.33 41.00 1 N/A 10.56 10.67 10.668 22.571 101.250 -0.0007 Miragrid 5XT ANALYSIS: CALCULATED FACTORS(Seismic conditions) Bearing capacity,Fs=6.64,Meyerhof stress=8273 1b/ft2. Foundation Interface:Direct sliding. Fs= 1.756, Eccentricity,e/L=0-1452, Vs-overturning=3.0.3 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 41.00 5 N/A 1.47 1.55 1.552 18.763 1.148 0.1318 22XT 2 4.67 41.00 4 N/A 1.25 1.26 1.263 22.080 1.394 0.1149 Miragrid 2.. 3 7.33 41.00 4 N/A 1.32 1.33 1.335 21.534 1.490 0.0992 Miragrid 2.. 4 10.00 41.00 4 N/A 1.40 1.41 1.413 20.688 1.600 0.0847 Miragrid 2.. 5 12.67 41.00 4 N/A 1.49 1.51 1.506 19.830 1.726 0.0713 Miragrid 2.. 6 15.33 41.00 4 N/A 1.59 1.61 1.609 18.938 1.872 0.0592 Miragrid 2.. 7 18.00 41.00 4 N/A 1.71 1.72 1.725 18.004 2.045 0.0481 Miragrid 2.. 8 20.67 41.00 3 N/A 1.28 1.29 1.292 17.110 2.251 0.0381 Miragrid L. 9 23.33 41.00 3 N/A 1.39 1.40 1.404 16.168 2.501 0.0294 Miragrid L. 10 26.00 41.00 3 N/A 1.52 1,53 1.534 15.177 2.812 0.0216 Miragrid L. 11 28.67 41.00 3 N/A 1.68 1.70 1.697 14.191 3.209 0,0150 Miragrid L. 12 31.33 41.00 2 N/A 1.16 1.18 1.176 13.155 3,730 0.0095 Miragrid 7XT 13 34.00 41.00 2 N/A 1.32 1.33 1.329 12.034 4.450 0.0051 Miragrid 7XT 14 36.67 41.00 1 N/A 1.21 1.22 1,221 10.857 5.506 0.0017 Miragrid 5XT 15 39.33 41.00 1 N/A 1.42 1.44 1.439 9.550 7.198 -0.0006 Miragrid 5XT 16 42.00 41.00 1 N/A 1.73 1.75 1.751 8.039 10.386 -0.0018 Miragrid 5XT 17 44.67 41.00 1 N/A 2.22 2.24 2.240 6.222 18.599 -0.0019 Miragrid 5XT 18 47.33 41.00 1 N/A 3.25 3.28 3.279 3.959 90.217 -0.0007 Miragrid 5XT Soundview'Fechnology Center Page 5 of 5 Copyright 0 1998-2011 ADAMA Engineering, [nc. License number MI-NL-301109