Mobilisation of a fully grouted passive rock bolt along its length
- Proceedings
- EUROCK 2026
- Pages
- 775-780
- Submitted
- 28 January 2026
- Accepted
- 15 June 2026
- Published
- 12 August 2026
Summary
Abstract
The ageing of hydraulic structures and the reassessment of flood parameters in light of regulatory, technical, and climatic changes are increasing the need for rehabilitation. When the theoretical stability of a structure can no longer be assured, particularly in extreme flood events, one of the reinforcement techniques considered is the use of fully grouted passive rock bolts. Groups of bolts with varying inclination angles could be set in order to withstand the two load directions causing the dam to fail by sliding or tilting. The group effect therefore must be studied through the comparison of the contribution of an isolated bolt with that of a group of bolts, and through the definition of the bolt configurations inducing this effect. This contribution depends on the mobilisation of the rebar and the surrounding environment. It appears relevant to isolate the rebar and analyse its mobilisation in order to subsequently study different configurations. The aim of this study is therefore to characterise the mobilisation of the rebar along its length. To achieve this, a large-scale direct shear test is carried out under constant normal stress. The mobilisation all along the rebar is monitored by optical fibre during the test. A finite element model is developed so that rebar mobilisation can be compared considering both numerical and experimental results. The validated numerical model will enable the group effect to be later studied.
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References
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