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MSEW -- Mechanically Stabilized Earth Walls Grayson Square <br />Present Date/Time: Mon Aug 16 09:53:57 2021 C:\Users\henry.wright\Documents\MSEW Files\7829.01 LnL\18.67 Foot.BENp <br />INPUT DATA: Geogrids <br />(Analysis) <br />D A T A <br />Geogrid <br />Geogrid <br />Geogrid <br />Geogrid <br />Geogrid <br />type #1 <br />type #2 <br />type #3 <br />typc #4 <br />type #5 <br />Tult [lb/ft] <br />4700.0 <br />5900.0 <br />9500.0 <br />Durability reduction factor, RFd <br />1.10 <br />1.10 <br />1.10 <br />Installation -damage reduction factor, RFid <br />1.10 <br />1.10 <br />1.10 <br />Creep reduction factor, RFc <br />1.58 <br />1.58 <br />1.58 <br />N/A <br />N/A <br />Fs -overall for strength <br />N/A <br />N/A <br />N/A <br />Coverage ratio, Rc <br />1.000 <br />1.000 <br />1.000 <br />Friction angle along geogrid-soil interface, p <br />25.60 <br />25.60 <br />25.60 <br />Pullout resistance factor, F* <br />0.80•tan� <br />0.80•tan� <br />0.80•tant <br />N/A <br />N/A <br />Scale -effect correction factor, a <br />0.8 <br />0.8 <br />0.8 <br />Variation of Lateral Earth Pressure Coefficient With Depth <br />Z <br />0 ft <br />3.3 ft <br />6.6 ft <br />9.8 ft <br />13.1 ft <br />16.4 ft <br />19.7 ft <br />K/Ka <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />K/Ka <br />0.0 1.0 2.0 3.0 <br />0 <br />Z [ft] <br />6.6 <br />9.8 <br />16.4 <br />26.2 <br />32.8 <br />Grayson Square Page 3 of 5 <br />Copyright © 1998-2021 ADAMA Engineering, Inc. License number MSEW-401027 <br />