Performance of preloaded and prestressed geosynthetic-reinforced soil
Abstract
A new construction method to make a reinforced soil structure very stiff and elastic is described. After a large vertical preload is applied, a large prestress is maintained using metallic tie rods which penetrate the reinforced soil vertically. Results from full-scale model tests and laboratory material tests to validate this method are described.
Fields of Study & Subjects
Geotechnical Engineering and Soil Stabilization
Geotechnical Engineering and Soil Mechanics
Geotechnical Engineering and Analysis
Publication details
- Journal / source
- CRC Press eBooks
- Pages
- 537–542
- Publication date
- 12 February 2026
- Language
- EN
- Document type
- Book chapter