期刊文献+

加载方向变化对细晶花岗岩凯塞效应的影响 被引量:6

Influence of rotation angle of principal stress axes between loading cycles on aplite granite's Kaiser effect
下载PDF
导出
摘要 进行了单轴压缩试验条件下重复加载时加载方向变化对细晶花岗岩凯塞效应的影响试验研究。试验发现,加载方向不变或加载角度变为7°时,岩石的凯塞效应明显;加载角度为10°和15°时,部分试件由于受试验环境、试件加工等因素的影响观测不到凯塞效应。试验统计数据表明,重复加载时加载方向变化越大,其凯塞效应越弱。研究同时发现:加载方向变化对凯塞效应的影响还取决于岩石的受力状态,单轴压缩状态下,岩石受力状态单一,重复加载时加载方向的轻微变化不会影响岩石对历史应力的记忆能力;劈裂状态下,圆盘试样应力状态复杂,加载方向的轻微变化足以引起试样内应力的重分布,进而影响岩石的凯塞效应。 Uniaxial compressive tests on aplite granite were carried out under the conditions of changing rotation angle of principal stress axes between first and second loading cycle for investigating the existence or attenuation of rock's Kaiser effect.It is found that when the principal stress axes doesn't change or rotates 7°,pronounced Kaiser effect can be detected;when rotating to 10° and 15°,some specimens lost Kaiser effect due to the environment changes,specimen processing or other factors.Test statistics indicate that the greater the rotation angle changes when reloading,the weaker the Kaiser effect is.The study also find that the influence of rotation angle of principal stress axes between first and second cycle on the Kaiser effect also depends on the stress state of rock.Under pure uniaxial compressive state,a slight change of angle of principal stress axes when reloading does not affect rock's ability of memorizing the historical stress.While the stress inside rock discs under Brazilian tests is more complicated,a slight rotation of loading direction will be enough to cause a redistribution of stress,thus weakens rock's Kaiser effect.
出处 《煤炭学报》 EI CAS CSCD 北大核心 2010年第10期1627-1632,共6页 Journal of China Coal Society
基金 国家自然科学基金资助项目(51008319) 重庆市科委自然科学基金计划资助项目(2009BB6031)
关键词 加载方向 细晶花岗岩 凯塞效应 单轴压缩试验 声发射 劈裂试验 loading direction aplite granite Kaiser effect uniaxial compressive test acoustic emission Brazilian test
  • 相关文献

参考文献24

  • 1Kaiser J. Erkenntnisse und folgerungen aus der messung yon gerauschen bei zugbeanspruchung yon metallischen werkstoffen [ J ]. Archiv Eisenhtittenwesen, 1953,24 ( 1/2 ) :43-45.
  • 2Barr S P, Hunt D P. Anelastic strain recovery and the Kaiser effect retention span in the can.menellis granite [ J ]. Rock Mechanics and Rock Engineering, 1999,32 ( 3 ) : 169-193.
  • 3Li C, Nordlund E. Experimental verification of the Kaiser effect in rocks[ J]. Rock Mech. Rock Eng. ,1993,26(4) :333-351.
  • 4谢强,Carlos Dinis da Gama,余贤斌.细晶花岗岩的声发射特征试验研究[J].岩土工程学报,2008,30(5):745-749. 被引量:20
  • 5尤明庆.水压致裂法测量地应力方法的研究[J].岩土工程学报,2005,27(3):350-353. 被引量:54
  • 6陈群策,毛吉震,侯砚和,张志国.原生裂隙对水压致裂应力测量结果的影响[J].岩土工程学报,2005,27(3):279-282. 被引量:5
  • 7周钢,李玉寿,吴振业.大屯矿区地应力测量与特征分析[J].煤炭学报,2005,30(3):314-318. 被引量:36
  • 8Lavrov A. Kaiser effect observation in brittle rock cyclically loaded with different loading rates [ J ]. Mechanics of Materials, 2001,33 ( 11 ) :669-677.
  • 9Holcomb D J. Using acoustic emission to determine in-situ stress problems and promise [ A ]. Proceedings of Applied Mechanics, Bioengineering and Fluids Engineering Conference [ C ]. Houston, 1983,11-21.
  • 10Michihiro K, Hata K, Yoshioka H, et al. Determination of the initial stresses on rock mass using acoustic emission method [ J ]. Journal of Acoustic Emission, 1991/1992,10 ( 1-2 ) :S63-76.

二级参考文献71

共引文献300

同被引文献86

引证文献6

二级引证文献45

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