岩土力学 ›› 2025, Vol. 46 ›› Issue (6): 1943-1956.doi: 10.16285/j.rsm.2024.1092CSTR: 32223.14.j.rsm.2024.1092

• 数值分析 • 上一篇    下一篇

实时高温和自然冷却条件下石英岩热损伤特征对比模拟研究

彭潇1,周剑1,张路青2, 3,杨志法2, 3,周唐富4,林雅苗4,杨多兴5   

  1. 1. 北京工业大学 城市与工程安全减灾教育部重点实验室,北京 100124; 2. 中国科学院地质与地球物理研究所 中国科学院页岩气与地质工程重点实验室,北京 100029;3. 中国科学院地球科学研究院,北京 100029; 4. 遂昌金矿矿山公园有限公司,浙江 丽水 323304;5. 应急管理部国家自然灾害防治研究院,北京 100085
  • 收稿日期:2024-09-04 接受日期:2024-12-08 出版日期:2025-06-11 发布日期:2025-06-10
  • 通讯作者: 周剑,男,1985年生,博士,研究员,主要从事岩石力学方面的研究工作。E-mail: zhoujian@bjut.edu.cn
  • 作者简介:彭潇,男,1998年生,博士研究生,主要从事岩石力学数值模拟分析方法方面的研究工作。E-mail: pengxiao@emails.bjut.edu.cn
  • 基金资助:
    国家自然科学基金(No.41972287)

Numerical study on thermal damage characteristics of quartzite under real-time high temperature and natural cooling

PENG Xiao1, ZHOU Jian1, ZHANG Lu-qing2, 3, YANG Zhi-fa2, 3, ZHOU Tang-fu4, LIN Ya-miao4, YANG Duo-xing5   

  1. 1. Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China; 2. Key Laboratory of Shale Gas and Geoengineering, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China; 3. Institutions of Earth Science, Chinese Academy of Sciences, Beijing 100029, China; 4. Suichang Gold Mine Park Co., Ltd., Lishui, Zhejiang 323304, China; 5. National Institute of Natural Hazards, Ministry of Emergency Management of China, Beijing 100085, China
  • Received:2024-09-04 Accepted:2024-12-08 Online:2025-06-11 Published:2025-06-10
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41972287).

摘要: 为了探究石英岩力学性能劣化规律和热损伤机制,使用基于颗粒流程序的颗粒簇模型(grain-based model in particle flow code,简称PFC-GBM)开展了实时高温及自然冷却条件下石英岩单轴压缩模拟,分析了石英岩在两种温度条件下的应力−应变曲线、峰值应力、弹性模量及破坏模式随温度的演化,并基于裂纹和位移变化探讨了其热损伤机制。主要得到如下结论:自然冷却过程中石英岩内部温度整体上遵循由中心向表面逐渐降低的规律,700 ℃石英岩在冷却过程中的裂纹扩展导致非稳定热传导过程,进而产生等温线错位现象。实时高温条件下石英岩脆性−延性转变临界温度在25~300 ℃之间,相较于自然冷却条件下石英岩300~500 ℃的临界温度更低。实时高温条件下石英岩的峰值强度和弹性模量相较于自然冷却后石英岩试样分别降低了约20 MPa及10 GPa,且二者差值不随温度发生显著变化;在25~300 ℃范围内,弹性模量相较于峰值强度对热损伤更加敏感。随着温度升高,单轴压缩下石英岩破碎程度明显增加,表现出更多的劈裂破坏特征,热致微裂纹对石英岩破坏模式的控制作用不断增强,两种温度条件下的宏观破裂面均倾向于沿已有热致微裂纹通道扩展,自然冷却条件下宏观贯穿破裂面更加明显。

关键词: 石英岩, 高温, 热损伤, 颗粒流, 单轴压缩

Abstract: To investigate the performance degradation patterns and thermal damage mechanisms of quartzite, a grain-based model in particle flow code (PFC-GBM) was employed to simulate the uniaxial compression of quartzite under real-time high temperature and after natural cooling. Stress-strain curve, peak stress, elastic modulus, and failure modes under both temperature conditions were analyzed to study the thermal damage mechanisms of quartzite. Further investigation of thermal damage mechanisms was conducted based on thermally induced crack and displacement changes. The following conclusions were drawn: During the natural cooling process, the temperature of quartzite sample generally decreased gradually from the center to the surface. In the 700 ℃ quartzite specimen, crack propagation during cooling caused unstable heat conduction, leading to isotherm displacement. The critical temperature for the brittle-ductile transition of quartzite under real-time high temperature condition ranged from 25 ℃ to 300 ℃, which is lower than the critical temperature from 300 ℃ to 500 ℃ observed in naturally cooled quartzite specimens. Under real-time high temperature, the peak strength and elastic modulus of quartzite samples decreased by approximately 20 MPa and 10 GPa, respectively, compared to those of naturally cooled specimens, with neither parameter showing significant variation with temperature. The elastic modulus was more sensitive to thermal damage within the range of 25 ℃ to 300 ℃ than peak strength. With the increase of temperature, the degree of fragmentation in quartzite under uniaxial compression significantly increases, exhibiting more splitting failure characteristics. The influence of thermally induced microcracks on the failure mode of quartzite becomes progressively stronger. Under both temperature conditions, the macroscopic fracture planes tend to extend along existing thermally induced microcrack paths, with more pronounced macroscopic through-going fractures observed under natural cooling condition.

Key words: quartzite, high temperature, thermal damage, particle flow, uniaxial compression

中图分类号: TU452
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