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.

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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
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article

Briefing: Effect of cement injection on field pullout load-displacement response of helical soil nail

Cristina de Hollanda Cavalcanti Tsuha, Pankaj Sharma, Oskar Leonardo Laurani López, João Manoel Sampaio Mathias Dos Santos Filho
Proceedings of the Institution of Civil Engineers - Ground Improvement
Geotechnical Engineering and Soil Stabilization
article

Briefing: Effect of cement injection on field pullout load-displacement response of helical soil nail

Cristina de Hollanda Cavalcanti Tsuha, Pankaj Sharma, Oskar Leonardo Laurani López, João Manoel Sampaio Mathias Dos Santos Filho
article en

Abstract

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.

Proceedings of the Institution of Civil Engineers - Ground Improvement
Universidade Federal de São Carlos (BR), Institute of Physics (PL), Brazilian Society of Computational and Applied Mathematics (BR)
Life in Land
Openalex Percentile: Top 10%
Geotechnical Engineering and Soil Stabilization
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