Briefing: Effect of cement injection on field pullout load-displacement response of helical soil nail
This technical briefing presents an experimental investigation of the pullout behaviour of helical soil nails with and without cement injection. Large-scale field tests were conducted in sandy silty clay to evaluate the load-displacement behaviour and in situ installation torque of helical soil nails. The results indicate that cement injection increased the pullout capacity of helical soil nails by approximately 128% and reduced nail displacement by half under constant load. The capacity-to-torque ratio (kt) for helical soil nail differs substantially from those of vertically installed anchors/piles and was strongly influenced by the placement of the nail, soil type, and overburden pressure.
Authors
- Cristina de Hollanda Cavalcanti Tsuha (ORCID: https://orcid.org/0000-0001-7543-9083)
- Pankaj Sharma (ORCID: https://orcid.org/0000-0003-0659-9707)
- Oskar Leonardo Laurani López
- João Manoel Sampaio Mathias Dos Santos Filho
Institutions
- Universidade Federal de São Carlos (BR)
- Institute of Physics (PL)
- Brazilian Society of Computational and Applied Mathematics (BR)
Publication Details
- Journal
- Proceedings of the Institution of Civil Engineers - Ground Improvement
- Published
- 2026-06-27
- DOI
- https://doi.org/10.1680/jgrim.25.01028
- Primary Topic
- Geotechnical Engineering and Soil Stabilization
- Type
- article
- Field-Weighted Citation Impact
- 0.00