研究目的
To investigate the quantitative relation between stress and infrared radiation (IR) in sandstone samples under uniaxial loading, using stress rate (SR) and variance of differential infrared image temperature (VDIIT) as mutation coefficients, and to assess the control effect of stress on IR, especially in samples with different water content.
研究成果
1. Stress has a significant control effect on IR, with control ratios of 76.92% for dry and 85.00% for wet sandstone samples. 2. VDIIT mutation coefficients are much larger than SR mutation coefficients (237.51 times for dry, 160.60 times for wet samples), indicating IR's sensitivity as a failure precursor. 3. VDIIT mutations lag behind SR mutations by an average of 2.69 s for dry and 5.91 s for wet samples, showing hysteresis. This research provides insights for predicting rock failure in coal mines using IR monitoring.
研究不足
The study is limited to sandstone samples under uniaxial loading; results may not generalize to other rock types or loading conditions. The framerate of the IR camera (25 frames/s) might not capture all mutations if they are too small or rapid. Hysteresis effects and water content influence add complexity, and non-correlated SR and VDIIT mutations could be due to small stress variations.
1:Experimental Design and Method Selection:
The study used uniaxial loading tests to apply stress to sandstone samples while monitoring infrared radiation (IR) changes. The rationale was to quantify the relation between stress and IR using SR and VDIIT indexes. Theoretical models included calculating variance and mutation coefficients from IR data.
2:Sample Selection and Data Sources:
Sandstone samples of identical size (70 × 70 × 140 mm) were obtained from a coal mine in Shandong, China. Samples were divided into two groups: dry samples (dried for 24 hours) labeled Ai (i=1-7) and wet samples (immersed in water for 3 days) labeled Bi (i=1-7).
3:7).
List of Experimental Equipment and Materials:
3. List of Experimental Equipment and Materials: Equipment included an electro-hydraulic servo universal tester (C64.106/1000kN, maximum load 1000 kN) for loading, and a FLIR A615 IR imager for IR observation. Materials included sandstone samples and plastic film to reduce end effects.
4:106/1000kN, maximum load 1000 kN) for loading, and a FLIR A615 IR imager for IR observation. Materials included sandstone samples and plastic film to reduce end effects.
Experimental Procedures and Operational Workflow:
4. Experimental Procedures and Operational Workflow: Samples were placed on the loading platform with plastic film at ends. The IR imager was positioned 1 m in front, set to 25 frames/s acquisition rate. Load was applied at 0.1 mm/min displacement rate. Clocks of the pressure machine and IR imager were synchronized to record stress, displacement, and IR data simultaneously.
5:1 mm/min displacement rate. Clocks of the pressure machine and IR imager were synchronized to record stress, displacement, and IR data simultaneously.
Data Analysis Methods:
5. Data Analysis Methods: Data analysis involved calculating VDIIT and SR from IR and stress data, using variance formulas and mutation coefficients. Statistical analysis was performed to compare mutations between dry and wet samples.
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