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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
Table 1. Geotechnical model based on the geometric means of the values obtained in each layer
Full size table and legend
Table 2. Summary table of mean values
Full size table and legend
Table 3. Comparative loads with the soil's bearing capacity across the structure's various axes
Full size table and legend