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金属矿山 ›› 2026, Vol. 55 ›› Issue (2): 65-72.

• 采矿工程 • 上一篇    下一篇

三轴卸荷路径下硬岩能量累积—释放规律与损伤阈值研究#br#

马健华1 曹瑞峰1 王留山1 仇模伟1,2 王彩峰3   

  1. 1. 黄河交通学院交通工程学院,河南 焦作 454900;2. 兰塔纳功欣皇家理工大学,泰国 曼谷 10900;
    3. 中国建筑第七工程局有限公司,河南 郑州 450003
  • 出版日期:2026-02-15 发布日期:2026-03-02
  • 作者简介:马健华(1989—),男,讲师。
  • 基金资助:
    国家自然科学基金面上项目(编号:12072107);河南省自然科学基金青年项目(编号:242300420342);中建七局科技研发课题(编号:
    CSCEC7B-2023-Z-20)。

Research on the Energy Accumulation-Release Law and Damage Threshold of Hard Rock under the Triaxial Unloading Path#br#

MA Jianhua1 CAO Ruifeng1  WANG Liushan1 QIU Muwei1,2  WANG Caifeng3   

  1. 1. School of Traffic Engineering,Huanghe Jiaotong University,Jiaozuo 454900,China;
    2. Rajamangala University of Technology Rattanakosin,Bangkok 10900,Thailand;
    3. China Construction Seventh Engineering Division Co. ,Ltd. ,Zhengzhou 450003,China
  • Online:2026-02-15 Published:2026-03-02

摘要: 研究岩石的卸荷力学特性与能量耗散规律对于了解围岩的损伤机制、准确判断围岩稳定性,以及对地
下工程经济、可靠的支护具有重要的意义。为研究卸荷速率对花岗岩的卸荷力学性质与损伤特性的影响,开展了不
同卸荷速率下的恒轴压卸围压试验。研究发现:在快速卸荷情况下,其力学性能加速劣化,从稳定破损发展阶段直接
到破坏阶段;卸荷速率较小时,在卸荷过程中,应力不断调整,力学性能缓慢劣化,塑性逐渐增强。随着卸荷速率的减
小,岩样在峰值点处积聚的弹性能逐渐增大,但弹性能占比不断减小;分别从能量耗散规律与声发射变化规律得出花
岗岩的损伤变量,两者在卸荷条件下的变化规律高度吻合;在高卸荷速率下,试样在破裂前声发射振铃计数具有较强
的突发性。研究成果对深埋隧道、矿山等地下工程的安全性设计与灾害防控具有重要科学价值与工程指导意义。

关键词: 卸荷力学性质 能量变化规律 损伤 声发射

Abstract: Studying the unloading mechanical properties and energy dissipation law of rock is of great significance for understanding
the damage mechanism of surrounding rock,accurately judging the stability of surrounding rock,and economically
and reliably supporting underground engineering. In order to study the influence of unloading rate on the unloading mechanical
properties and damage of granite rock,constant axial pressure unloading confining pressure tests under different unloading rates
were carried out. The study found that in the case of rapid unloading,its mechanical properties accelerated degradation,from
the stable damage development stage directly to the damage stage. When the unloading rate is small,during the unloading
process,the stress is continuously adjusted,the mechanical properties are slowly deteriorated,and the plasticity is gradually enhanced.
As the unloading rate decreases,the elastic energy accumulated at the peak point of the rock sample gradually increases,
but the proportion of elastic energy continues to decrease. The damage variables of granite are obtained from the law of energy
dissipation and the law of acoustic emission,respectively. The variation of the two under unloading conditions is highly
consistent. At high unloading rate,the acoustic emission ringing count of the sample before fracture has strong suddenness. The
research results have important scientific value and engineering guiding significance for the safety design and disaster prevention
and control of deep buried tunnels,mines and other underground projects.

Key words: unloading mechanical properties,energy change law,damage,acoustic emission

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