期刊文献+

不同应力水平下红砂岩短时蠕变声发射特征 被引量:6

Acoustic Emission Characteristics During Short-Time Creep Process of Red Sandstone Under Different Stress Level
下载PDF
导出
摘要 为认识岩石蠕变过程中的声发射特征,进行了短时蠕变声发射试验,研究了红砂岩在不同应力水平下的声发射特征。试验结果表明:在减速蠕变至等速蠕变过程中,声发射事件率与能率随时间的增大而减小,并且减小的幅度随着应力水平的增大而减小;当加载应力约为峰值应力的40%~60%时,声发射振幅随时间的增大而减小;当加载应力约为峰值应力的70%~80%时,声发射振幅保持相对稳定。在加速蠕变阶段,声发射振幅发生跃迁的频率显著增大,而声发射事件率与能率在加速蠕变的中后期开始增大。因此,可根据不同应力水平下的声发射特征,对红砂岩不同蠕变阶段进行辨别。 The characteristics of acoustic emission (AE)of the red sandstone during short-time creep were studied under different stress level.The results show that the AE event ratios and energy ratios decrease with time increase during the period from decelerated creep to steady creep, and the corresponding reductions in amplitude decrease with the increasing stress level.The AE amplitude decreases and keeps relatively stable when the stress is about 40%~60% and 70%~80% of peak stress,respectively.The AE amplitude transition frequency increases obviously during the accelerated creep stage,and its event ratio and energy ratio begin to increase in the mid-late stage of accelerated creep. Therefore, the creep stage of red sandstone can be distinguished by the AE characteristics.
出处 《东北大学学报(自然科学版)》 EI CAS CSCD 北大核心 2015年第9期1347-1352,共6页 Journal of Northeastern University(Natural Science)
基金 国家自然科学基金资助项目(51064010) 江西省科技厅科技支撑计划项目(20121122040027)
关键词 红砂岩 分级加卸载 应力水平 短时蠕变 声发射 red sandstone step loading and unloading stress level short-time creep acoustic emission
  • 相关文献

参考文献15

  • 1Gasc-Barbier M, Chanchole S, B6rest P. Creep behavior of bure clayey roc[ J]. Applied Clay Science ,2004,26( 1/2/3/ 4) :449 -458. 被引量:1
  • 2Heap M J,Baud P,Meredith P G,et al. Brittle creep in basalt and its application to time-dependent volcano deformation [J] . Earth and Planetary Science Letters, 2011,307 (1/2) : 71 -82. 被引量:1
  • 3Brantut N, Heap M J, Meredith P G, et al. Time-dependent cracking and brittle creep in crustal rocks: a review [ J ]. Journal of Structural Geology,2013,25 : 17 - 43. 被引量:1
  • 4Fujii Y,Kiyama T, Ishijima Y, et al. Circumferential strain behavior during creep tests of brittle rocks [ J ]. International Journal of Rock Mechanics and Mining Sciences, 1999,36 (3) :323 -337. 被引量:1
  • 5Kranz R L, Harris W J, Carter N L. Static fatigue of granite at 200C[ J]. Geophysical Research Letters, 1982,9 ( 1 ) : 1 -4. 被引量:1
  • 6Baud P,Zhu W L,Wong T F, Failure mode and weakening effect of water on sandstone [ J ]. Journal of Geophysical Research,2000,105 (B7) : 16371 - 16389. 被引量:1
  • 7刘保国,崔少东.泥岩蠕变损伤试验研究[J].岩石力学与工程学报,2010,29(10):2127-2133. 被引量:43
  • 8Heap M J, Baud P, Meredith P G, et al. Brittle creep in basalt and its application to time-dependent volcano deformation [ J ]. Earth and Planetary Science Letters, 2011,307 ( 1/2 ) : 71 - 82. 被引量:1
  • 9陈文玲,赵法锁,弓虎军.三轴蠕变试验中云母石英片岩蠕变参数的研究[J].岩石力学与工程学报,2011,30(S1):2810-2816. 被引量:30
  • 10夏才初,王晓东,许崇帮,张春生.用统一流变力学模型理论辨识流变模型的方法和实例[J].岩石力学与工程学报,2008,27(8):1594-1600. 被引量:68

二级参考文献71

共引文献773

同被引文献78

引证文献6

二级引证文献51

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部