Design of Mechanically Stabilized Earth Walls - PowerPoint PPT Presentation

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Design of Mechanically Stabilized Earth Walls

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Eccentricity at base: e L/6 in soil; e L/4 in rock. Bearing capacity: FS 2.5 ... Eccentricity(e/L) 0.096. Overturning 5.06. Bearing 5.50. Internal. Rupture 1.07 ... – PowerPoint PPT presentation

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