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现代矿业 ›› 2026, Vol. 42 ›› Issue (08): 160-167.

• 岩土工程 • 上一篇    下一篇

单轴压缩条件下砂岩脆性破裂过程中红外辐射时空特性研究

黄 龙1 卢玉明1 丛日斌1 马志辉1 付洪武1 许子木1 付 煜2 孙 海2 李 震2   

  1. 1. 鞍钢矿山建设有限公司;2. 辽宁石油化工大学绿色矿业与资源工程学院
  • 出版日期:2026-08-25 发布日期:2026-08-21

Research on Temporal and Spatial Characteristics of Infrared Radiation during the Brittle Frac⁃ ture Process of Sandstone under Uniaxial Compression

HUANG Long1 LU Yuming1 CONG Ribin1 MA Zhihui1 FU Hongwu1 XU Zimu1 FU Yu2 SUN Hai2 LI Zhen2   

  1. 1. Ansteel Mining Construction Co.,Ltd.;2. School of Green Mining and Resource Engineering, Liaoning Petrochemical University
  • Online:2026-08-25 Published:2026-08-21

摘要: 为探究岩石力学性质与红外辐射的内在联系,开展了砂岩单轴加载全过程红外监测 试验,引入应力变化率表征应力场瞬态不稳定性,将红外辐射计数作为红外辐射温度场演化的核 心量化指标,研究了砂岩脆性破裂过程中应力与红外辐射异常特征,以及 2 种物理量的量化关系。 结果表明:通过计算应力的变化率,可将应力变化分为 3 类,I 型为小幅突变,Ⅱ型为中幅突变,Ⅲ型 为大幅突变,其中Ⅱ型突变占比 82.0%。红外辐射计数与应力变化率同步突变的情况达 76.8%,红 外辐射计数对应力变化率 II 型突变的响应最为敏感。对峰值应力前的红外辐射累计计数和应力 进行拟合发现,应力与红外辐射累计计数呈高度线性正相关(相关系数 >0.98)。分析岩石脆性指 数和红外热像图温度异常区的关系发现,当脆性指数≤0.425 时,砂岩破坏时温度异常区以降温区 为主;当脆性指数 >0.425 时,温度异常区以升温区为主;峰后红外辐射计数最大值与脆性指数呈强 正相关,相关系数为 0.916,为脆性岩石的红外定量分析提供了依据。

关键词: 砂岩, 单轴压缩, 红外辐射, 脆性破裂, 定量分析

Abstract: To explore the intrinsic relationship between rock mechanical properties and infrared radi⁃ ation,an infrared monitoring test of the entire process of uniaxial loading of sandstone was carried out. The stress change rate was introduced to characterize the transient instability of the stress field,and the infra⁃ red radiation count was used as the core quantitative indicator for the evolution of the infrared radiation temperature field. The abnormal characteristics of stress and infrared radiation during the brittle fracture process of sandstone were studied,as well as the quantitative relationship between the two physical quanti⁃ ties. The results show that by calculating the stress change rate,the stress changes can be classified into three types. Type I is a small sudden change,Type Ⅱ is a medium-sized sudden change,and Type Ⅲ is a large sudden change. Among them,Type Ⅱ sudden changes account for 82.0%. The situation where the in⁃ frared radiation count and the stress change rate simultaneously change reached 76.8%,and the infrared radiation count responded most sensitively to the Type II sudden change of the stress change rate. After fit⁃ ting the cumulative infrared radiation count before the peak stress and the stress,it was found that the stress and the cumulative infrared radiation count show a highly linear positive correlation (correlation coef⁃ficient >0.98). Analyzing the relationship between the rock brittleness index and the temperature abnormal area in the infrared thermal image,it was found that when the brittleness index is ≤0.425,the temperature abnormal area during the sandstone failure is mainly a cooling area;when the brittleness index is >0.425, the temperature abnormal area is mainly a heating area;the maximum value of the infrared radiation count after the peak is strongly positively correlated with the brittleness index,with a correlation coefficient of 0.916,providing a basis for the infrared quantitative analysis of brittle rocks.

Key words: sandstone, uniaxial compression, infrared radiation, brittle fracture, quantitative analy? sis