Spreadsheet ((exclusive)): Mse Wall Design

Ensure your calculations include Mononobe-Okabe pseudo-static equations if the wall is located in a high-seismicity zone.

σv=VL−2esigma sub v equals the fraction with numerator cap V and denominator cap L minus 2 e end-fraction = Total vertical force = Length of the reinforcement = Eccentricity of the resultant force Reinforcement Pullout Capacity

Include unit rates and a simple cost estimate section as optional inputs. mse wall design spreadsheet

Methods:

These ensure the wall behaves as a rigid block: Once external stability is satisfied

Soil properties, loading conditions, wall geometry, and reinforcement types.

Once external stability is satisfied, the spreadsheet evaluates the internal design of the soil reinforcement. This includes: allows rapid iterations

A well-structured is an indispensable tool for geotechnical and structural engineers. It automates repetitive calculations, allows rapid iterations, and ensures compliance with standard design codes. 1. Fundamentals of MSE Wall Design

Some advanced spreadsheets also perform preliminary checks for deep-seated slope stability and expected settlements. Key Design Parameters and Inputs