2730 W MARINE VIEW DR 2025-09-03

STO N I� TERRA WALL SYSTEM I II� RESULTS (Static/Seismic) ]r. _* FoS Sliding: 2.73 /[2.22] FoS Overturning: 4.89/[3.54] lud Bearing 3,622 /[3,443] FoS Bearing: 9.03/[7.19] Pullout 1.50 Total Pullout 528,338 FoS Total Pullout 43.17 Total Pullout (S) 528,338 FoS Total Pullout(S)43.17 Top FoSot: 10.00 FoS Connection: 1.43... NG I ID Ht Lngth Geogrid Ta_tn[Ta_tns](Rc% TMax[Tmd] Tal/FS[seis] FS Tal[seis] PkCn[seis] PkCn/FS[seis] PS GO FS Sldg 13 26.00 28.00, SG350 2550[3953] 1100 120[0] 1700[3513] 21.18 f32.8311 6717895J 8.36[8.36] 24.70[24.70]=8.16[5.12] ®24.00 28.00' SG350' 2550[3953] 100 214 10] 1700[3513] 11.92[18.471 923[1230] 6.47[6.47] 31.10[31.10] 5.37[3.621 22.00 28.00 SG350 2550[3953] 100 321[0] 1700 13513] 7.94[12.31] 1174[1566] 5.49[5.49] 34.41[34.41] 4.47[3.09] 20.00 28.00 SG350 2550[3953] 100 430[0] 1700[3513] 5.93[9.60] 1230]1640] 4.29[4.48] 39.20[39.20] 4.03[2.79] 9 118.00.28.00 SG350 8 16.00 28.00 SG350 2550 3953 100 _679 0 1700[3513 3.7616.20] 1281/1708] 2.8313.02] 44.65[44.65] 3.58 2.4 ] 255.E 1 !1 1 ! 1 ( ] j] ( ] [ 2.83(3.02) 44.65(44.65] 3.58[2.41] 7 14.00 28.00 SG350 2550[3953] 100 795[0] 1700[3513] 3.21[5.32] 1307[1742], 2.47[2.64] 47.99[47.99] 3.05[2.06] 6 12.00 28.00 SG350 2550[3953] . 100 911[0] 1700[3513] 2.80[4.631 1332[1777]1 2.19[2.34] 51.07[51.07] 2.97[1.96] 5 10.00 28.00 SG350 2550[3953] 100 1024[0] 1700 13513] 2.49[4.11] 1358[18111 I 1.99[2.121 54.39[54.39] 2.90[1.883 ' 4 8.00 28.00 SG350 2550[3953] 100 1135[0] 1700[3513] 2.25[3.70] 1384[1845]' 1.83[1.94] 57.70[57.70] 2.85[1.80] 3 6.00 28.00 SG350 2550[3953] 100 1246[0] 1700 135133 2.05[3.37] 1403 11871] 1.69[1.79] 61.02[61.02] 2.81[1.74] 2 4.00 28.00 SG350 2550[3953] 100 1358[0] 1700[3513] 1.88[3.08] 1403[1871] 1.55[1.64] 64.18[64.18] 2.78[1.68] 1 2.00 28.001 SG350 2550[3953] 100 1467[0] 1 1700[3513] 1.74[2.84] 1403[1871]1 1_4311.5112 67.49[67.49] 2.75[1.62] Column Descriptions: Ta: allowable geogrid strength Rc%: percent coverage for geosynthetics EP (Pa) internal active earth pressure LL(Pql) earth pressure due to live load surcharge DL(Pqd) earth pressure due to dead load surcharge Tmax maximum earth pressure on geosynthetic layer FSstr factor of safety on geogrid strength (Ta/Tmax) Ta cn allowable tension on the connection FS Pkcn, factor of safety on the connection (Ta cn/Tmax) FS PO,factor of safety on pullout(Ta pullout/(Tmax-LL) Grid Embedment, depth of embedment beyond the theorectical failure plane. Note: Calculations and quantities are for PRELIMINARY ANALYTICAL USE ONLY and MUST NOT be used for final n or construction without the independent review,verification, and approval by a qualified professional engineer. UltraWall 5.0.19183 2