🎓 Lesson 16 D5

Differential Settlement Criteria: Codes, Tolerances & Consequences

Differential settlement is when different parts of a structure sink by different amounts, causing cracks, tilting, or even collapse.

🎯 Learning Objectives

  • Calculate differential settlement between adjacent footings using elastic and simplified soil-structure interaction models
  • Apply allowable differential settlement limits from ASCE 7 and Eurocode 7 to evaluate foundation feasibility
  • Analyze how soil heterogeneity and footing spacing influence differential settlement magnitude
  • Explain the relationship between angular distortion (Δ/L) and observable damage thresholds in masonry and reinforced concrete structures
  • Design footing dimensions and spacing to limit differential settlement below code-specified tolerances

9 Terzaghi’s Classical Bearing C... 10 Meyerhof’s General Equation &... 11 Vesic’s Refinements: Load Incl... 12 Working Stress Design vs. LRFD... 13 Applying Partial Safety Factor... 14 Elastic Settlement: Steinbrenn... 15 Consolidation Settlement: From... 16 Differential Settlement Criter... 17 ACI 318-19 Footing Design Work... 18 Punching Shear Design & Remedi... 19 Rigid vs. Flexible Mat Assumpt... 20 Finite Element Modeling of Mat... 21 Field Verification: Excavation... 22 Non-Destructive Testing for Co... 23 Diagnosing Common Failure Mode... 24 Lessons from the 2011 Christch... 25 Low-Carbon Concrete Mixes for... 26 Prefabricated Modular Footings... 27 Navigating ASCE 7, ACI 318, EN... 28 Preparing a Foundation Design... 29 Shallow Foundation Design Mast...