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N/1SEW--Mechanically Stabilized Earth Walls Soundview Technology Center _f,c-1 D,t,/Tin,e I ae Dec 1.1 14:11 12 20 16, C�Uw,Achase hllsea\DcAtopACh--De.,kwp C.pie,\W,11 D,,iV,,,s,40 I I 0.5MFo.tL3LN ANALYSIS:CALCULATED FACTORS(Static conditions) Bearing capacity,Fs= 10.53,Meyerhof stress=7071 lb/ft'. Foundation Interface:Direct sliding,Fs--3.116.Eccentricity,c/l.=0.0519,Fs-overturning=6.48 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] # resistance] break] strength] Fs Fs Fs 1 2.00 44.00 5 N/A 1.59 1.68 1.681 32.043 2,027 0.0468 22XT 2 4.67 44.00 5 N/A 2.11 2.23 2.231 40.128 2.144 0.0405 22XT 3 7.33 44.00 5 N/A 2.23 2.36 2.359 39.540 2.274 0.0346 22XT 4 10.00 44.00 4 N/A 1.57 1.59 1.589 38.467 2,759 0.0291 Miragrid 2.. 5 12.67 44.00 4 N/A 1.68 1.69 1.694 37.346 2.948 0.0241 Miragrid 2.. 6 15,33 44.00 4 N/A 1.79 1.81 1.811 36.160 3.162 0.0195 Miragrid 2.. 7 18.00 44.00 4 N/A 1.92 1.94 1.942 34.918 3,408 0.0153 Miragrid 2.. 8 20.67 44.00 4 N/A 2.08 2.10 2.101 33.790 3.695 0.0116 Miragrid 2.. 9 23.33 44.00 3 N/A 1.57 1.58 1.583 32.621 4.031 0.0083 Miragrid L. 10 26,00 44.00 3 N/A 1.71 1.73 1.731 31.369 4.433 0.0055 Miragrid L. It 28.67 44.00 3 N/A 1.90 1.92 1.916 30.235 4.921 0.0030 Miragrid L. 12 31.33 44.00 3 N/A 2.12 2.14 2.142 29,066 5.524 0.0010 Miragrid L. 13 34.00 44.00 3 N/A 2.40 2.42 2.423 27.820 6.296 -0.0006 Miragrid L. 14 36.67 44.00 2 N/A 1.72 1.74 1.740 26.694 7.313 -0.0018 Miragrid 7XT 15 39.33 44.00 2 N/A 2.04 2.06 2.056 25.512 8.712 -0.0026 Miragrid 7XT 16 42.00 44.00 1 N/A 1.98 2.00 1.998 24.271 10.785 -0.0030 Miragrid 5XT 17 44.67 44.00 1 N/A 2.55 2.57 2.574 23.136 14.181 -0.0030 Miragrid 5XT 18 47.33 44.00 1 N/A 3.57 3.60 3.602 21.960 20.862 -0.0025 Miragrid 5XT 19 50.00 44.00 1 N/A 5.18 5.23 5.233 18.108 42.360 -0.0015 Miragrid 5XT ANALYSIS:CALCULATED FACTORS(Seismic conditions) Bearing capacity,Fs=6.49,Meyerhof stress=9009 lb/ft2. Foundation Interface:Direct slidinp-Is= 1,739,Eccentricity,e/L=0.1483.Fs-overturning-2.97 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 44.00 5 N/A 1.35 1.43 1.429 20.049 1.133 0.1356 22XT 2 4.67 44.00 5 N/A 1.72 1.82 1.818 23.615 1.200 0.1196 22XT 3 7.33 44.00 5 N/A 1.81 1.91 1.912 23.106 1.276 0.1046 22XT 4 10.00 44.00 4 N/A 1.27 1.28 1.281 22.317 1.552 0.0907 Miragrid 2.. 5 12.67 44.00 4 N/A 1.34 1.36 1.358 2 t.468 1.662 0.0777 Miragrid 2.. 6 15.33 44.00 4 N/A 1.43 1.44 1.441 20.582 1.788 0.0658 Miragrid 2.. 7 18.00 44.00 4 N/A 1.52 1.53 1.534 19.666 1.934 0.0549 Miragrid 2.. 8 20.67 44.00 4 N/A 1.63 1.64 1.644 18.778 2.104 0.0449 Miragrid 2.. 9 23.33 44.00 3 N/A 1.21 1.23 1.225 17.861 2.306 0.0360 Miragrid L. 10 26.00 44.00 3 N/A 1.31 1.32 1.324 16.891 2.549 0.0280 Miragrid I.. It 28.67 44.00 3 N/A 1.43 1.44 1.444 15.938 2.848 0.0210 Miragrid L. 12 31.33 44.00 3 N/A 1.57 1.58 1.584 14.945 3.223 0.0149 Miragrid L. 13 34.00 44.00 3 N/A 1.74 1.75 1.753 13.882 3.709 0.0097 Miragrid L. 14 36.67 44.00 2 N/A 1.21 1.22 1.223 12.805 4.363 0.0055 Miragrid 7XT 15 39.33 44.00 2 N/A 1.38 1.39 1.391 11.635 5.287 0.0023 Miragrid 7XT 16 42.00 44.00 1 N/A 1.27 1.28 1.285 10.343 6.704 -0.0001 Miragrid 5XT 17 44,67 44.00 1 N/A 1.52 1.53 1.532 8.920 9.140 -0.0015 Miragrid 5XT 18 47.33 44.00 1 N/A 1,87 1.89 1.892 7.235 14.297 -0.0020 Miragrid 5XT 19 50.00 44.00 1 N/A 2.31 2.33 2.334 4.890 32.988 -0.0014 Miragrid 5XT Soundview Technology Center Page 5 of 5 Copyright Oc 1998-2011 DAMA Engineering,[nc. License number MLNL-301109