Laserfiche WebLink
Result of Extemal Stability Static Analysis <br />Results of Intemal Stability Static Analysis <br />SRW <br />Unit <br /># <br />Calculated <br />Design Criteria <br />FOS Sliding <br />1.54 <br />> 1.50 <br />FOS Overturning <br />3.90 <br />> 2.00 <br />FOS Bearing Capacity <br />2.69 <br />> 2.00 <br />Base Reinforcement Length (L)(ft) <br />15.00 <br />2.77 <br />Base Reinforcement Ratio (LIH) <br />1.43 <br />> 0.60 <br />Results of Intemal Stability Static Analysis <br />SRW <br />Unit <br /># <br />Geosynthetic <br />Product <br />Elevation <br />(ft) <br />Length <br />(ft) <br />Anchor <br />Length <br />(ft) <br />FOS <br />Overstress <br />> =1.50 <br />FOS <br />Pullout <br />> =1.50 <br />FOS <br />Slide <br />> =1.50 <br />Layer <br />Spacing <br />(ft) <br />> =2.0 <br />7 <br />Miragrid 3XT <br />9.00 <br />15.00 <br />5.49 <br />2.77 <br />7.76 <br />4.86 <br />OK <br />6 <br />Miragrid 3XT <br />7.50 <br />15.00 <br />6.69 <br />1 3.25 <br />13.03 <br />4.19 <br />OK <br />5 <br />Miragrid 3XT <br />6.00 <br />15.00 <br />7.89 <br />2.76 <br />15.04 <br />1 3.69 <br />OK <br />4 <br />Miragrid 3XT <br />4.50 <br />15.00 <br />9.09 <br />2.40 <br />17.05 <br />3.30 <br />OK <br />3 <br />Miragrid 3XT <br />3.00 <br />15.00 <br />10.29 <br />2.13 <br />19.06 <br />2.99 <br />OK <br />2 <br />Miragrid Wr <br />1.50 <br />15.00 <br />11.49 <br />1.67 <br />13.69 <br />2.73 <br />OK <br />