Geotechnical engineering plays a crucial role in foundation design for various structures, especially in regions with expansive soils such as Sudan and Central African Republic (CAR). These soils exhibit significant swelling and shrinking cycles under varying moisture conditions, posing challenges to the stability of foundations. The study employed a mixed-method approach, combining field investigations with literature reviews. Data were collected from existing projects and documents related to foundation design practices in both countries. Statistical analysis was conducted using regression models to identify significant predictors of soil behaviour under different moisture conditions. A notable finding is the consistent use of geogrid reinforcement for expansive soils, despite varying climate and construction standards between Sudan and CAR. The proportion of geogrids used ranged from 10% to 35%, with higher usage observed in regions where soil swelling was more pronounced. The study concludes that while there are similarities in the application of geotechnical engineering practices, significant variations exist based on local conditions and available resources. Recommendations include further research into cost-effective reinforcement strategies for expansive soils. Future studies should focus on developing predictive models to tailor foundation designs for specific soil types and climatic conditions, thereby improving structural stability and longevity in regions with expansive soils. The maintenance outcome was modelled as Y₈ₓ=₀+₁X₈ₓ+uᵢ+₈ₓ, with robustness checked using heteroskedasticity-consistent errors.
Mandjigari et al. (Tue,) studied this question.