Brittle-to-ductile transformation of rock induced by constant-resistance large-deformation anchorage: Implications from experimental tests on rock-like material
• This study first systematically investigates brittle-to-ductile transformation in CRLD-anchored solids. • CRLD anchorage regulates post-peak response and provides coupled strengthening–toughening effects. • Sudden brittle failure is converted into a controlled and staged energy-dissipation process. • The transformation is governed by confinement-induced strengthening and post-peak energy dissipation. • A concise suite of mechanical indices quantifies strength enhancement, ductility, and anchorage amplification.
Authors
- Changtai Zhou (ORCID: https://orcid.org/0000-0002-9023-2598)
- Zhikang Li (ORCID: https://orcid.org/0000-0001-7017-0097)
- Xingyu Zhang (ORCID: https://orcid.org/0000-0003-4108-9817)
- Pengfei Guo
Institutions
- Tongji University (CN)
- Shaoxing University (CN)
- China University of Mining and Technology (CN)
- AGH University of Krakow (PL)
Publication Details
- Journal
- Tunnelling and Underground Space Technology
- Published
- 2026-05-29
- DOI
- https://doi.org/10.1016/j.tust.2026.107817
- Primary Topic
- Rock Mechanics and Modeling
- Type
- article
- Field-Weighted Citation Impact
- 0.00
Funders
- Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province
- China Postdoctoral Science Foundation