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a <br />L L D E S I G N E R <br />RESULTS (Static / Seismic) <br />FoS Sliding: <br />3.16 / [2.95 ] <br />Bearing <br />1,032 [ [ 865 ] <br />Pullout <br />1.50 <br />Total Pullout <br />6,973 <br />Total Pullout (S) <br />6,973 <br />Top FoSot: <br />14.04 <br />ID 'Hi Lnath Geoarid <br />Ta to tTa tnsl Rc % TM <br />FoS Overturning: 5.96 / [5.53 ] <br />FoS Bearing: 19.22 / [ 22.93 ] <br />FoS Total Pullout 6.99 <br />FoS Total Pullout (S) 6.99 <br />FoS Connection: 5.25 <br />TalIFS [leis] FS Tat [seis] PkCn [seis] <br />4 6.00 6.00 ; 5XT 2679 [3884] 100 58 [0] 1786 [3453] <br />45.83 [66.46] 967 [12 <br />3 4.00 6.00 5XT 2679 [3884] 100 232 [0] 1786 [3453] <br />, <br />11.55 [23.02] 1010 [1, <br />2 2.60 6.00 5XT 2679 [3884] 100 301 [0] 1786 [3453] <br />8.91 [16.62] 1053 [1, <br />1 0.67 6.00 5XT 2679 [3884] 166 223 [0] 1786 (3453] <br />11.99 [21.61]I 1082 [1 <br />Column Descriptions: <br />Ta: allowable geogrid strength <br />Rc %: percent coverage for geosynthetics <br />EP (Pa) internal active earth pressure <br />LL (Pql) earth pressure due to live load surcharge <br />DL (Pqd) earth pressure due to dead load surcharge <br />Tmax maximum earth pressure on geosynthetic layer <br />FSstr factor of safety on geogrid strength (Ta/Tmax) <br />Ta cn allowable tension on the connection <br />FS Pkcn, factor of safety on the connection (Ta cn/Tmax) <br />FS PO, factor of safety on pullout (Ta pullout/(Tmax - LL) <br />Grid Embedment, depth of embedment beyond the theorectical failure plane. <br />6.013 BPI <br />I- <br />4.83 [24.83] <br />2.38 [2.38] 48.38 <br />6.54 [8.98] <br />5.35 [5.35] 13.66 <br />5.25 [6.76] <br />9.96 t9.90] 7.40 <br />7.26 [9.03] <br />20.11 [20.11] , 5.57 <br />Note: Calculations and quantities are for PRELIMINARY ANALYTICAL USE ONLY and MUST NOT be used for final <br />n or construction without the independent review, verification, and approval by a qualified professional engineer. <br />CornerStone Analysis and Design 5.0.19309 2 <br />