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.

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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

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article

Brittle-to-ductile transformation of rock induced by constant-resistance large-deformation anchorage: Implications from experimental tests on rock-like material

Changtai Zhou, Zhikang Li, Xingyu Zhang, Pengfei Guo
Tunnelling and Underground Space Technology
Rock Mechanics and Modeling
article

Brittle-to-ductile transformation of rock induced by constant-resistance large-deformation anchorage: Implications from experimental tests on rock-like material

Changtai Zhou, Zhikang Li, Xingyu Zhang, Pengfei Guo
article en

Abstract

• 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.

Tunnelling and Underground Space TechnologyVol. 175
Tongji University (CN), Shaoxing University (CN), China University of Mining and Technology (CN), AGH University of Krakow (PL)
Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province, China Postdoctoral Science Foundation
Openalex Percentile: Top 9%
Rock Mechanics and Modeling
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