Piled raft foundations are a common type of foundation for high-rise buildings. Unlike shallow foundations, deep (piles) pass through weak or soft soil deposits and can reach stiff bedrock to support the weight structure. In this paper, performance medium embedment depth piled in is presented. A numerical model was developed parametric study conducted order simulate case such system investigate...

To accommodate the shear requirement and settlement of high rise construction, concept piled-raft foundation has been developed. This research deals with successive analysis parameters system using PLAXIS-2D as a FEM tool. Plain strain piled raft conducted out by fixing up parameters. For two cases studied for lying on silty soil deposit clayey respect to uniform static loading from superstruct...

The analysis of building structure in contact with soil involves an interactive process of stresses and strains developed within the structure and the soil field. The response of Piled-Raft Foundation system to the structure is very challenging because there is an important interplay between the component of building structure and the soil field. Herein, soil-foundation-structure interaction of...