实时温度下红砂岩粗糙节理剪切力学特性研究

Shear mechanical properties of rough-walled joints of red sandstone under real-time temperature

  • 摘要: 实时温度下节理的剪切力学特性是影响高地温隧道开挖、深部矿山开采的重要因素。为探究实时温度作用下红砂岩粗糙节理剪切力学特性,基于GRASSELLI提出的三维形貌参数作为粗糙度的量化标准,利用GDW–50高低温试验箱和YZW30–LT2微机控制岩石直剪仪,开展实时温度作用下红砂岩不同粗糙节理剪切力学试验研究,分析了实时温度和粗糙度对红砂岩节理剪切曲线、磨损特征、峰值剪切强度等剪切力学参数的影响。研究结果表明,峰值剪切强度随温度增长可分为两个阶段:25 ~75 ℃阶段,温度升高致使微裂纹增加,导致以热开裂作用为主,峰值剪切强度总体呈下降趋势;75 ~150 ℃阶段,温度升高以热膨胀作用为主,热膨胀作用大于热开裂,峰值剪切强度总体呈增长趋势;温度阈值为75 ℃,温度与粗糙度耦合加剧了阈值温度现象。较小粗糙度导致节理面剪切过程以摩擦滑移为主,阈值现象并不显著。较大粗糙度致使节理面剪切以贯穿凸起体基底的剪断行为占主导,微裂纹的产生使凸起体剪断更容易,结果表现为阈值现象更加显著。随着粗糙度与温度的同时增加,两者对节理面峰值剪切强度具有正向促进作用。节理面磨损比随着温度、粗糙度增长均呈线性关系,节理面粗糙度对节理磨损比具有更显著影响,随着粗糙度增加,磨损比最大增幅达60.09%;而随着温度增加,磨损比增幅仅为20.91%。

     

    Abstract: The shear mechanical properties of joints under real-time temperature are important factors affecting high geothermal tunnel excavation and deep mining. In order to investigate the shear mechanical properties of red sandstone rough joints under real-time temperature, based on the three-dimensional morphology parameter proposed by Grasselli as the quantitative standard of roughness, we carried out experimental research on the shear mechanics of different rough joints in red sandstone under real-time temperature by using the GDW–50 high and low temperature test chamber and the YZW30–LT2 microcomputer-controlled rock shearer to an-alyze the impact of real-time temperature and roughness on the shear mechanical parameters of red sand-stone joints such as shear curve, abrasion characteristics, peak shear strength, and so on. We analyzed the effects of real-time temperature and roughness on the shear curve, wear characteristics, peak shear strength and other shear mechanical parameters of red sandstone joints. The results show that the growth of peak shear strength with temperature can be divided into two stages: 25–75 ℃ stage, the temperature in-crease leads to the increase of microcracks, resulting in a predominantly thermal cracking effect, and the overall trend of peak shear strength is decreasing; 75–150 ℃ stage, the temperature increase is pre-dominantly thermal expansion, and the effect of thermal expansion is greater than that of thermal cracking, with an overall trend of peak shear strength growth; temperature threshold is 75 ℃, and the coupling of temperature and roughness exacerbates the threshold temperature phenomenon. Smaller roughness leads to the joint surface shear process is dominated by frictional slip, the threshold phenomenon is not significant. Larger roughness causes the joint surface shear to be dominated by shearing behavior through the base of the bulge, and the generation of microcracks makes the bulge shear easier, resulting in a more significant threshold phenomenon. With the simultaneous increase of roughness and temperature, both contribute positively to the peak knuckle surface shear strength. The wear ratio of the nodal surface showed a linear relationship with the increase of temperature and roughness, and the roughness of the nodal surface had a more significant effect on the nodal wear ratio, with the increase of roughness, the maximum increase of the wear ratio amounted to 60.09%; while with the increase of temperature, the increase of the wear ratio was only 20.91%.

     

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