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Influence of fracture location and dip angle on crack propagation and grouting reinforcement effectiveness in tunnel surrounding rock

Xiang Li, Bo Wu, Cong Liu, Shixiang Xu and Kaiyi Xie

Vol. 21 (2026), No. 3, 185–208
Abstract

To investigate fracture effects on deep tunnel stability and optimize grouting strategies, rock-like specimens with seven through-going fracture configurations (varying location and dip angle) were prepared using cement mortar and tested under uniaxial compression integrated with digital image correlation (DIC) and acoustic emission (AE) techniques. Sidewall specimens containing 45∘ inclined fractures were grouted with fly ash, ultra-fine cement, or epoxy resin. A 3D finite element model was established using ABAQUS to simulate stress and displacement field evolution. Results show that fractures in high-stress zones aligned with loading significantly reduce peak strength and induce severe tensile-shear composite failure. Grouting effectively enhances load-bearing capacity; epoxy resin best suppresses tensile crack initiation and increases shear crack proportion. Spalling mass positively correlates with unfavorable fracture geometry; grouting markedly reduces spalling, with stronger adhesives producing finer fragments. This study provides experimental evidence and technical guidance for stability control and grouting optimization in fractured tunnel rock.

Keywords
tunnel fractures, DIC analysis, grouting reinforcement, mechanical properties
Milestones
Received: 7 February 2026
Revised: 23 March 2026
Accepted: 30 May 2026
Published: 7 November 2026
Authors
Xiang Li
School of Water Resources and Environmental Engineering
East China University of Technology
Nanchang
China
Bo Wu
School of Water Resources and Environmental Engineering
East China University of Technology
Nanchang
China
School of Civil and Architecture Engineering
East China University of Technology
Nanchang
China
Cong Liu
School of Civil and Architecture Engineering
East China University of Technology
Nanchang
China
Shixiang Xu
School of Civil and Architecture Engineering
East China University of Technology
Nanchang
China
Kaiyi Xie
School of Water Resources and Environmental Engineering
East China University of Technology
Nanchang
China