高温处理后粗粒花岗岩的物理力学及损伤特性研究

    PHYSICAL-MECHANICAL AND DAMAGE CHARACTERIZATION OF COARSE-GRAINED GRANITE AFTER HIGH TEMPERATURE

    • 摘要: 本文针对云南省某矿山花岗岩开展25~1200 ℃的高温试验,分析花岗岩试样常规物理参数的变化规律;通过X射线衍射仪、偏光显微镜、单轴压缩仪分析其矿物成分、矿物含量、微观结构、物理力学性质随温度变化的特性。结果表明:(1)质量、体积、密度和波速的变化率在高温前后有较大变化,主要原因为矿物颗粒的脱落、内部水分的逸出以及微裂纹的产生发育。(2)花岗岩试样的矿物成分、微观结构在温度达到600 ℃时,也发生了明显的变化,在1200 ℃时除石英外,其他矿物均转化为火山玻璃。(3)温度对花岗岩试样的抗压强度及弹性模量有显著影响,温度越高,抗压强度和弹性模量越低。(4)花岗岩试样的延性特征在600~1000 ℃间最为明显,发生的形变在800 ℃时达到峰值,1000 ℃时压密阶段最长。

       

      Abstract: This paper carries out the high-temperature test of 25~1200 ℃ for granite from a mine in Yunnan Province and analyzes the rule of change of conventional physical parameters of granite specimens. It analyzes the characteristics of its mineral composition, mineral content, microstructure, physical, and mechanical properties with temperature change by using an X-ray diffractometer, polarizing microscope, and uniaxial compression apparatus. The results show that: (1) the rate of change of mass, volume, density, and wave velocity exhibits significant variation before and after high temperature, mainly due to the detachment of mineral particles, the escape of internal moisture, and the development of microcracks. (2) The mineral composition and microstructure of the granite specimens also changed significantly when the temperature reached 600 ℃, with all minerals except quartz transforming into volcanic glass at 1200 ℃. (3) The temperature has a significant effect on the compressive strength and modulus of elasticity of granite specimens; the higher the temperature, the lower the compressive strength and modulus of elasticity. (4) The ductility characteristics of granite specimens are most evident between 600 ℃ and 1000 ℃, with deformation peaking at 800 ℃, and the compression-density stage being the longest at 1000 ℃.

       

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