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不同含水率砂岩单轴压缩力学特性及波速法损伤
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  • 英文篇名:Study on uniaxial compression mechanical properties of sandstone with different moisture content and wave velocity method
  • 作者:段天柱 ; 任亚平
  • 英文作者:DUAN Tianzhu;REN Yaping;Chongqing Research Institute Co.Ltd., China Coal Technology and Engineering Group Corp.;Xi'an Research Institute Co.Ltd., China Coal Technology and Engineering Group Corp.;
  • 关键词:声波 ; 单轴压缩 ; 含水率 ; 损伤
  • 英文关键词:acoustic emission;;uniaxial compression;;moisture content;;damage
  • 中文刊名:煤田地质与勘探
  • 英文刊名:Coal Geology & Exploration
  • 机构:中煤科工集团重庆研究院有限公司;中煤科工集团西安研究院有限公司;
  • 出版日期:2019-08-25
  • 出版单位:煤田地质与勘探
  • 年:2019
  • 期:04
  • 基金:国家科技重大专项课题(2016ZX05045-002-003)~~
  • 语种:中文;
  • 页:157-162
  • 页数:6
  • CN:61-1155/P
  • ISSN:1001-1986
  • 分类号:TD311
摘要
为了探究不同含水率砂岩单轴压缩下力学特性及损伤变化情况,首先对5种不同含水率砂岩进行静态单轴压缩实验,获得其物理力学参数;而后利用超声波检测仪测量该5种不同含水率砂岩的波速,将该批次砂岩加载到80%峰值强度后卸载到0,测量此时砂岩声波波速,利用声波法定义损伤,研究含水率对砂岩损伤的影响。结果表明:单轴压缩下,砂岩的峰值强度及弹性模量随含水率升高逐渐降低,而峰值应变变化呈相反趋势;总功及弹性能随含水率增加而下降,耗散能随含水率增加而增大。实验前声波波速随含水率升高逐渐减小,实验后声波波速随含水率升高而下降,且下降趋势较实验前更迅速;砂岩的残余塑性变形和内部损伤均随含水率升高逐渐增大。研究结果可为现场岩石损伤测试提供依据。
        In order to investigate the mechanical properties and damage of sandstone under different uniaxial compression, the static uniaxial compression tests of five sandstones with different moisture content were carried out,and the physical and mechanical parameters were obtained. And the wave velocity of the sandstone samples with different moisture content were measured by ultrasonic detector. Then the sandstone was loaded to 80% peak intensity and then unloaded to 0. The acoustic wave velocity of sandstone was measured at this time. The damage was determined by acoustic wave method. The results show that the peak strength of sandstone under uniaxial compression and the elastic modulus decreases with the increase of moisture content, but the peak strain changes in the opposite direction; the total work and elastic energy decrease with the increase of moisture content, and the dissipation energy change is opposite with the moisture content. The effect of sandstone damage indicates that the wave velocity of the acoustic wave decreases with the increase of moisture content before the test. The wave velocity of the acoustic wave decreases with the increase of moisture content and the trend is slower than that before the test.The residual plastic deformation of sandstone increases gradually with the moisture content; The internal damage of sandstone increases with the increase of moisture content. The results of the study can provide a basis for on-site testing of rock damage.
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