ORIGINAL RESEARCH article

Front. Mater.

Sec. Structural Materials

Volume 12 - 2025 | doi: 10.3389/fmats.2025.1615128

This article is part of the Research TopicSustainable and Green Materials in Geotechnical EngineeringView all 7 articles

Full-field deformation evolution characteristics of freeze-thawed fault zone rock mass revealed by digital image correlation: A lab-scale investigation

Provisionally accepted
Yihai  ZhangYihai ZhangBeibei  SunBeibei SunYi  RenYi Ren*
  • China Academy of Safety Sciences and Technology, Beijing, Beijing Municipality, China

The final, formatted version of the article will be published soon.

This work aims to reveal the macro-meso fracture evolution responses of fault zone samples subjected to repeated freeze-thaw (FT) weathering utilizing digital image correlation technology (DIC). Remolded specimens were prepared and then subjection to FT cycles of 0, 20, 40, and 60, respectively. Testing results show that the degradation effect of freeze-thaw on the uniaxial compressive strength of the fault fracture zone rock masses is significant, with peak strengths deteriorating by 20.2%, 32.7%, and 45.2% for specimens subjected to 20, 40, and 60 cycles, respectively, compared to specimens without FT treatment. Due to the elastic mismatch between the fine-grained matrix and the rock blocks within the fault fracture zone, the strain and displacement fields during loading exhibit pronounced heterogeneous characteristics. It is shown that freeze-thaw treatment leads to increasingly complex failure modes, with the fracture patterns transitioning from tensile failure to conjugate shear failure as the number of FT cycle increases. It is suggested that the impact of freeze-thaw on the internal components of the fault fracture zone rock masses varies considerably, with frost heave forces readily developing at rock-soil interfaces, pores, and microcracks, resulting in damage propagation, and ultimately diminishing the rock mass's resistance to deformation.

Keywords: Freeze-thaw cycle, Fault zone rock mass, DIC technology, Fracture evolution, deformation

Received: 20 Apr 2025; Accepted: 06 Jun 2025.

Copyright: © 2025 Zhang, Sun and Ren. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.

* Correspondence: Yi Ren, China Academy of Safety Sciences and Technology, Beijing, Beijing Municipality, China

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