A section of an approach to a bridge is shown in Figure P15.
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A section of an approach to a bridge is shown in Figure P15.20. The sides of the approach are to be supported using MSE
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A section of an approach to a bridge is shown in Figure P15.20. The sides of the approach are to be supported using MSE walls with 1 m 3 l m facing panels. Steel ties of width 300 mm are readily available. Determine the length and thickness of the ties required for stability. The design life is 50 years and the rate of corrosion is 0.025 mm/yr. The yield strength is 2.5 3 105 kPa. Assume (FS)tr = 3, (FS)T = 1.5, (FS)t = 1.3, and (FS)B = 3.
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