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金属矿山 ›› 2026, Vol. 55 ›› Issue (4): 25-42.

• 《金属矿山》创刊60周年成果专栏 • 上一篇    下一篇

寒区露天矿山冻融岩石的损伤特性及数值模拟研究进展#br#

梁世元1 许传华1,2 刘义鑫1,2 单宇翔1 宋天明3   

  1. 1. 山东科技大学安全与环境工程学院,山东 青岛 266590;2. 中国中钢集团有限公司,北京 100080;
    3. 济南力支测试系统有限公司,山东 济南 250021
  • 出版日期:2026-04-15 发布日期:2026-05-08
  • 通讯作者: 许传华(1971—),男,教授,博士,博士研究生导师。
  • 作者简介:梁世元(1998—),女,博士研究生。
  • 基金资助:
    “ 十四五”国家重点研发计划项目(编号:SQ2023YFC2900088);国家重点研发计划项目(编号:2025YFE0219900)。

Review on Damage Characteristics and Numerical Simulation of Freeze-Thaw Rocks in Cold Region Open-Pit Mines#br#

LIANG Shiyuan1 XU Chuanhua1,2 LIU Yixin1,2 SHAN Yuxiang1 SONG Tianming3   

  1. 1. College of Safety and Environmental Engineering,Shandong University of Science and Technology,Qingdao 266590,China;
    2. China Sinosteel Group Co. ,Ltd. ,Beijing 100080,China;3. Jinan Lizhi Testing System Co. ,Ltd. ,Ji′nan 250021,China
  • Online:2026-04-15 Published:2026-05-08

摘要: 随着西部高寒地区露天矿山开发的不断深入,冻融循环与工程荷载耦合作用引发的岩体损伤劣化和边
坡失稳问题日益严峻,为此,系统梳理了冻融岩石宏细观损伤机制、本构模型改进及数值模拟技术的研究进展。普遍
认为,细观尺度上冻胀应力驱动的孔隙扩展与裂隙贯通等演化过程,是导致岩石宏观力学性能劣化的根本原因,具体
表现为强度下降、弹性模量降低以及破坏模式转变。通过引入细观损伤变量并结合多场耦合理论,所建立的统计损
伤模型、温度—渗流—应力—损伤耦合模型以及宏细观关联分段模型,能够更准确地描述冻融与荷载共同作用下岩
石的非线性力学响应。在数值模拟方面,离散元法、相场法等技术为揭示冻胀裂纹演化规律、实现多尺度损伤过程模
拟以及评估岩体稳定性提供了有效手段。当前研究在宏细观损伤跨尺度关联机制、复杂地质条件下多场耦合模型以
及模拟技术深化等方面仍存在不足。未来研究需深化宏细观损伤跨尺度定量关联,完善适用于复杂地质环境的温
度—渗流—应力—损伤全耦合模型,发展基于人工智能的数值模拟方法与损伤智能预测模型;构建“机制—预测—防
控”一体化研究框架,形成从损伤机制分析到工程风险防控的完整技术体系,为寒区矿山安全高效开采提供理论与技
术支撑。

关键词: 冻融岩石 损伤特性 本构模型 数值模拟 宏细观关联 多场耦合

Abstract: With the continuous development of open-pit mines in the western alpine region,the problems of rock mass
damage degradation and slope instability caused by the coupling of freeze-thaw cycles and engineering loads are becoming more
and more serious. Therefore,the research progress of macro-meso damage mechanism,constitutive model improvement and numerical
simulation technology of freeze-thaw rock is systematically reviewed. It is generally believed that the evolution process
of pore expansion and fracture coalescence driven by frost heaving stress on the mesoscopic scale is the root cause of the deterioration
of macroscopic mechanical properties of rock,which is manifested in the decrease of strength,the decrease of elastic
modulus and the change of failure mode. By introducing meso-damage variables and combining multi-field coupling theory,the
established statistical damage model,temperature-seepage-stress-damage coupling model and macro-meso correlation segmentation
model can more accurately describe the nonlinear mechanical response of rock under the combined action of freeze-thaw
and load. In terms of numerical simulation,discrete element method,phase field method and other techniques provide effective
means to reveal the evolution law of frost heave cracks,realize multi-scale damage process simulation and evaluate rock mass
stability. At present,there are still some deficiencies in the cross-scale correlation mechanism of macro-meso damage,the multifield
coupling model under complex geological conditions and the deepening of simulation technology. Future research needs to
deepen the cross-scale quantitative correlation of macro-meso damage,improve the temperature-seepage-stress-damage fully coupled model suitable for complex geological environments,and develop numerical simulation methods and intelligent damage
prediction models based on artificial intelligence. The integrated research framework of " mechanism-prediction-prevention and
control " is constructed to form a complete technical system from damage mechanism analysis to engineering risk prevention
and control,which provides theoretical and technical support for safe and efficient mining in cold regions.

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