One day, a young engineer from a competing firm emailed him: “I heard you have an MSE wall design spreadsheet. Can you share it?” Marcus thought for a moment, then attached a copy. The only condition: “If you find an error, tell me. If you improve it, share back.”
The philosophy was simple: transparency, traceability, and automation. Every input would be a named range. Every equation would include a comment citing the AASHTO clause. Every intermediate result would be visible, not hidden in some macro.
: Reference tables for reinforcement strengths and reduction factors. 2. Define Essential Input Parameters tab must capture these critical variables: Wall Geometry : Height ( ), embedment depth ( cap D sub m ), and batter angle. Soil Properties : Unit weight ( ) and internal friction angle (
(Sliding SF: 1.68, Overturning: 2.1, Bearing: 1.82) Internal Stability: PASS (Maximum geogrid tension: 22 kN/m < 45 kN/m allowable) Critical Layer: 8 (4.0 m depth) — Pullout governs Recommended reinforcement length: 4.65 m (0.75H)
One day, a young engineer from a competing firm emailed him: “I heard you have an MSE wall design spreadsheet. Can you share it?” Marcus thought for a moment, then attached a copy. The only condition: “If you find an error, tell me. If you improve it, share back.”
The philosophy was simple: transparency, traceability, and automation. Every input would be a named range. Every equation would include a comment citing the AASHTO clause. Every intermediate result would be visible, not hidden in some macro.
: Reference tables for reinforcement strengths and reduction factors. 2. Define Essential Input Parameters tab must capture these critical variables: Wall Geometry : Height ( ), embedment depth ( cap D sub m ), and batter angle. Soil Properties : Unit weight ( ) and internal friction angle (
(Sliding SF: 1.68, Overturning: 2.1, Bearing: 1.82) Internal Stability: PASS (Maximum geogrid tension: 22 kN/m < 45 kN/m allowable) Critical Layer: 8 (4.0 m depth) — Pullout governs Recommended reinforcement length: 4.65 m (0.75H)
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