This paper outlines three computational procedures embodied in the software GeoSpring 1.0 elaborated for the design of foundations. The first computational procedure deals with the settlement calculation of a single RIT pile. The second procedure addresses the settlement induced by a trapezoidal embankment along its base. The third procedure highlights the optimization of the reinforcement by rigid inclusions under a raft foundation. The third procedure explains the interaction, in terms of settlement, of a group of footings.
18th African Regional Conference on Soil Mechanics and Geotechnical Engineering (ARCSMGE2024)
Behavior of soils, analysis and modeling