Resilience of rock engineering: concept, mechanism, evaluation and enhancement
Abstract Background Rock engineering systems face escalating threats from extreme climatic events and the complexities of deep engineering, necessitating robust resilience to withstand multi-hazard disturbances. Traditional methods, based on static equilibrium analysis, prove unsuited to address the dynamic, nonlinear interactions inherent in these systems. Objective This study proposes a resilience-oriented framework for rock engineering, emphasizing the system’s capacity to maintain or rapidly recover functionality following disturbances. The study proposes a conceptual model, evaluation method, and enhancement techniques to improve rock engineering resilience, based on the complex system science. Methods A unified disaster resilience management system is proposed, synergizing multi-field monitoring, risk assessment, and rapid recovery strategies. Three resilience-enhancing techniques are presented, including grouting reinforcement, resilient anchor support, and high-pressure anchor injection-spraying collaborative control, optimize stress redistribution and fracture resistance in rock masses. Results The framework redefines resilience as a quantifiable system property, enabling data-driven lifecycle management of geotechnical infrastructure. It provides actionable strategies to reconcile safety and sustainability in deep tunneling and slope stabilization projects. Conclusions By redefining resilience as a quantifiable system property rather than a qualitative goal, the framework enables data-driven lifecycle management of geotechnical infrastructure.
Authors
- Wanghua Sui (ORCID: https://orcid.org/0000-0001-7004-1877)
- Chang Zhou (ORCID: https://orcid.org/0000-0002-6029-1132)
- Han Chunni
Institutions
- China University of Mining and Technology (CN)
- Xinjiang University (CN)
Publication Details
- Journal
- Geoenvironmental Disasters
- Published
- 2025-05-26
- DOI
- https://doi.org/10.1186/s40677-025-00325-9
- Citations
- 3
- Primary Topic
- Rock Mechanics and Modeling
- Type
- article
- Field-Weighted Citation Impact
- 2.59
Funders
- National Natural Science Foundation of China
- China Postdoctoral Science Foundation
- Government of Jiangsu Province
- Natural Science Foundation of Jiangsu Province