Dynamic reinforcing effect of reinforced sands
Abstract
A series of dynamic triaxial testing was performed under constant mean confining pressure. The reinforcements with various stiffness and inclined embedding angle were implanted into sand samples. The influence of confining pressure was also investigated. The results showed that, the reinforcing effect was not proportional to the stiffness of the reinforcement and the confining pressure. As the inclined angle of the reinforcement changed, the reinforcing effect would also change.
Fields of Study & Subjects
Geotechnical Engineering and Soil Stabilization
Geotechnical Engineering and Soil Mechanics
Grouting
Rheology
and Soil Mechanics
Publication details
- Journal / source
- CRC Press eBooks
- Pages
- 25–28
- Publication date
- 12 February 2026
- Language
- EN
- Document type
- Book chapter