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ORIGINAL RESEARCH article

Front. Earth Sci.
Sec. Geohazards and Georisks
Volume 12 - 2024 | doi: 10.3389/feart.2024.1404153
This article is part of the Research Topic Evolution Mechanism and Control Method of Engineering Disasters Under Complex Environment View all 29 articles

Multifactor-Coupled Study on Freeze-Thaw Forces of Rocks in Cold Regions

Provisionally accepted
Yonghui Zhao Yonghui Zhao 1Kun Hu Kun Hu 1*Deming Han Deming Han 2*Yongxian Lang Yongxian Lang 1*Lin Zhang Lin Zhang 3*
  • 1 Qinghai Traffic Construction Management Co., Ltd., Xining City, Qinghai Province, China
  • 2 Qinghai Traffic Construction Management Co., Ltd., Xining City, China
  • 3 Guizhou Geological Engineering Investigation Design and Research Institute Co. Ltd., Guizhou, China

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

    This study delves into the mechanical properties of steep and rocky slopes subjected to long-term freeze-thaw actions. Considering the unique climatic conditions in cold regions, especially the significant impact of seasonal and diurnal temperature variations on slope excavation, the research focuses on a high-cold region iron ore mine. Four types of rocks commonly found in the mining area are thoroughly examined, taking into account the hydrogeological conditions of the mining area. The study systematically analyzes the mechanisms of various factors such as weathering, freeze-thaw cycles, and ice-water phase changes on the stability of cold region fractured rock masses. The research reveals that under prolonged freeze-thaw actions, crack water within the rock continuously undergoes ice-water phase changes, generating substantial freeze expansion forces that result in structural damage to the rock mass. This damage is evident not only in the development of existing microcracks but also leads to the generation of new fractures, ultimately causing deterioration in the rock mass structure. The study of the evolution patterns of freeze-thaw forces contributes to a better understanding of slope stability issues in cold region mineral resource extraction, offering crucial insights for the design, construction, and operation of related engineering projects.

    Keywords: High-cold region, rock mechanics, Freeze-thaw action, Freeze Expansion Force, Rock crack

    Received: 20 Mar 2024; Accepted: 24 Jul 2024.

    Copyright: © 2024 Zhao, Hu, Han, Lang and Zhang. 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:
    Kun Hu, Qinghai Traffic Construction Management Co., Ltd., Xining City, Qinghai Province, China
    Deming Han, Qinghai Traffic Construction Management Co., Ltd., Xining City, China
    Yongxian Lang, Qinghai Traffic Construction Management Co., Ltd., Xining City, Qinghai Province, China
    Lin Zhang, Guizhou Geological Engineering Investigation Design and Research Institute Co. Ltd., Guizhou, China

    Disclaimer: All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article or claim that may be made by its manufacturer is not guaranteed or endorsed by the publisher.