Figure 3. Superposition of tip resistance (qc) curves from CPT soundings

From

Stability of Shallow Foundations in Dynamic Sites through Geotechnical Optimization Using the Piezocone (CPTu): The Case of Cotonou Airport’s Site in the Republic of Benin

Kassa Issifou Mounou Sambieni

American Journal of Civil Engineering and Architecture. 2026, 14(5), 202-209 doi:10.12691/ajcea-14-5-3