Schematic display of the stiffness modulus method for determining foundation parameters
Schematic display of the stiffness modulus method for determining foundation parameters
2025-02-03
055272

Iterative Calculation of Subsoil Parameters in Elastic Half-Space

Schematic display of the stiffness modulus method for determining foundation parameters
The image shows a schematic diagram of the iterative calculation of the foundation parameters using the stiffness modulud method in the elastic half-space. This method is frequently used in structural engineering to model the interaction between structures and the subsoil. The iterative calculation allows for a precise adjustment of the foundation parameters to ensure realistic simulations of soil-structure interaction.