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Mode I Fracture Toughness Test and Fractal Character of Fracture Trajectory of Red Sandstone under Real-Time High Temperature

机译:实时高温下红色砂岩断裂轨迹的裂缝韧性试验和分形特征

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To evaluate the stability and compactness of high-temperature underground construction, it is necessary to test the fracture toughness of surrounding rock (red sandstone) under real-time high temperature. In this paper, SCB specimens recommended by the International Society for Rock Mechanics are used to measure the mode I fracture toughness of red sandstone at real-time high temperatures. Also, to reveal its fracture characteristics and fracture mechanism, the fracture morphology observation (SEM experiment), XRD experiment, mercury intrusion porosimetry testing, and fractal measurement of fracture trajectory are carried out on the red sandstone specimens at various temperatures. The results show that (1) temperature may have a significant impact on the fracture toughness and fracture characteristics of red sandstone. On the whole, the fracture toughness values decrease with the increase in temperature, while the fractal dimensions of fractal trajectories increase with the increase in temperature. (2) Temperature has a significant influence on the fracture mode of red sandstone. At relatively low temperatures (20°C–400°C), the main fracture mode is transgranular failure. At relatively high temperatures (400°C–700°C), the fracture mode is mainly intergranular failure. (3) The weakening mechanism of red sandstone is mainly due to the effect of thermal dehydration when the temperature is between 100°C and 400°C. When the temperature is between 400°C and 700°C, the weakening mechanism is mainly due to thermal cracking and the α-β phase transition of quartz.
机译:为了评估高温地下结构的稳定性和紧凑性,有必要在实时高温下测试周围岩石(红砂岩)的断裂韧性。本文采用国际岩石力学协会推荐的SCB标本来测量红色砂岩的模式在实时高温下的裂缝韧性。此外,为了揭示其骨折特性和断裂机制,骨折形态观察(SEM实验),XRD实验,汞侵入孔隙瘤测定仪和断裂轨迹的分形测量在各种温度的红色砂岩样品上进行。结果表明,(1)温度可能对红色砂岩的断裂韧性和断裂特性产生显着影响。总的来说,断裂韧性值随温度的增加而降低,而分形轨迹的分形尺寸随温度的增加而增加。 (2)温度对红砂岩的裂缝模式具有显着影响。在相对较低的温度(20°C-400°C),主要骨折模式是响形失效。在相对较高的温度(400°C-700°C),裂缝模式主要是晶间失效。 (3)红砂岩的弱化机理主要是由于当温度在100℃和400℃之间的热脱水的影响。当温度在400°C和700℃之间时,弱化机构主要是由于热裂纹和石英的α-β相转变。

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