A three-parameter model for the ultimate pull-out force of geogrids
Abstract
A three-parameter model has been proposed to predict the ultimate pull-out force of geogrids in this study. Eighteen pull-out tests were performed using three types of geogrids embedded in Ottawa Sand. It was observed that the ratio of the ultimate pull-out force to the normal stress decreased as the normal stress increased. The proposed model predicted the above behavior and the ultimate pull-out force very well.
Fields of Study & Subjects
Geotechnical Engineering and Soil Stabilization
Geotechnical Engineering and Soil Mechanics
Geotechnical and construction materials studies
Publication details
- Journal / source
- CRC Press eBooks
- Pages
- 69–72
- Publication date
- 12 February 2026
- Language
- EN
- Document type
- Book chapter