About this document
Foundation Settlement Analysis Report by leodegarioporral is a document available to read on EtoBox.
The document discusses the calculation of foundation settlement and soil subgrade reaction coefficient for a building project in Russia. Settlements of up to 16-17 cm were calculated using a 3D model of the building and soil properties, exceeding allowable limits. Using just a raft foundation would result in excessive settlement and slope. The conclusion is that a combination of raft foundation with piles is necessary to ensure settlements are within allowable tolerances.
- Author
- leodegarioporral
- Language
- EN