Wall Height H 20 ft Backslope b 00 Batter w RFcreep x RFdurability x RFinstallation damage FS Long Term Design Strength Tal Tult/(RF) RF Of longitudinal bars x As, As - bar section area Tmax FS 0.55 for strip or 0.48 for grid A0 No Long Term Allowable Strength Ta FS x A0 x fy ? Variation of Internal Pressure Ratio with Depth
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