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Retaining Wall Design: MSE

Typical design parameters for common retaining wall types — height ranges, base width ratios, embedment depth, stability factors of safety, backfill and drainage requirements

Civil Engineeringwall type: MSE1 row
wall typebackfill requirementbase width to height ratio max (dimensionless)base width to height ratio min (dimensionless)drainage requirementglobal stability fos min (dimensionless)height max ft (ft)height min ft (ft)min embedment depth ft (ft)overturning fos min (dimensionless)reinforcement notessliding fos min (dimensionless)typical applications
MSEWell-graded compacted granular fill; D15<0.02mm (if metal reinforcement); pH 5-10; resistivity>3000 ohm-cm0.70.6Internal drainage through reinforced zone to back-of-facing; external drainage behind reinforced zone1.51001002Metallic strips or geosynthetic geogrid/geotextile; max vertical spacing 24 in; min H/20 or 30 in embedment1.5Highway walls and bridge abutments; walls up to 100 ft; seismically robust

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