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Evolution of thermal damage and permeability of Beishan granite

机译:北山花岗岩热损伤和渗透性的演变

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Thermal damage in Beishan granite subjected to high temperature treatment (from 100 degrees C to 800 degrees C at different heating rates, ranging from 1 to 15 degrees C/min) is studied in order to assess the thermal effect on physical and mechanical properties. Laboratory tests including acoustic emission (AE) monitoring, ultrasonic velocity and porosity measurements, scanning electron microscope (SEM), tri-axial compression tests with permeability measurement were applied in this study. Two temperature thresholds, 300 degrees C and 573 degrees C, are recognized. Physical and mechanical properties of heated granite weaken with the increase of temperature. Especially when the temperature exceeds 573 degrees C, the weakening becomes more pronounced. Thermally induced cracks in granite are mainly intergranular cracks from 100 degrees C to 573 degrees C. However, once the temperature exceeds 573 degrees C, intra-granular cracks begin to develop due to the phase transition of quartz. Two typical stress-permeability curves of heated granite are observed and their mechanism is analyzed. In addition, the relationship between the number AE hits and initial permeability is discussed. The volumetric strain of cracks is applied to study the permeability evolution during the compressive loading process. (C) 2016 Elsevier Ltd. All rights reserved.
机译:研究了高温处理的北山花岗岩的热损伤(从100℃至800℃,不同的加热速率,范围为1至15摄氏度),以评估对物理和机械性能的热效果。在本研究中,实验室测试包括声学发射(AE)监测,超声波速度和孔隙度测量,扫描电子显微镜(SEM),具有渗透性测量的三轴压缩试验。识别出两个温度阈值300度C和573摄氏度。随着温度的增加,加热花岗岩的物理和力学性能削弱。特别是当温度超过573℃时,弱化变得更加明显。花岗岩中的热诱导裂缝主要是从100℃至573℃的晶间裂缝。然而,一旦温度超过573℃,由于石英的相变,粒状裂缝开始发育。观察到加热花岗岩的两个典型的应力渗透曲线,分析它们的机制。另外,讨论了数量AE命中和初始渗透率之间的关系。施加体积裂缝菌株以研究压缩加载过程中的渗透性越变。 (c)2016 Elsevier Ltd.保留所有权利。

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