Reaction of reinforcing force and restrainment effect on soil nailing
Abstract
At present, the main method of design in soil nailing depends on calculation of the tensile force in reinforcement material. On the other hand, it has been considered that the reinforcing materials restrains the deformation of the soil, and leads to massing of the reinforced area. So, model tests using iron ore for backfill material was conducted to clarify the reinforcing mechanism, and interaction of the effect from reinforcing force and restrainment was investigated in detail.
Fields of Study & Subjects
Geotechnical Engineering and Soil Stabilization
Geotechnical Engineering and Analysis
Geotechnical Engineering and Soil Mechanics
Publication details
- Journal / source
- CRC Press eBooks
- Pages
- 815–820
- Publication date
- 12 February 2026
- Language
- EN
- Document type
- Book chapter