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This document provides design details for a gravity retaining wall including calculations for static and dynamic pressures, stability checks, and dimensions. Static analysis shows the wall satisfies factors of safety against overturning and sliding. Maximum and minimum soil pressures are 126.62 kN/m2 and 35.70 kN/m2 respectively. Stability checks and dimensions are also provided for the retaining wall

Author

PinapaSrikanth

Language

EN