期刊文献+

一种双轴岩石平面应变仪的改进和应用 被引量:2

Improvement and Construction of a Biaxial Plane-Strain Apparatus for Rock
下载PDF
导出
摘要 改进制作了一种双轴岩石平面应变实验装置,并自行设计制作了侧向加力器。该装置不仅能施加合适的围压,而且能在实验过程中动态监控围压的变化。对砂岩的实验测试研究表明,这种改进后的双轴岩石平面应变仪能更好地模拟岩石平面应变的条件,具有较好的实用性。 A biaxial plane - strain apparatus for investigating the deformation and failure features of rock is improved and constructed on a passive stiff - frame concept; furthermore, a new device inducing confinement on both sides of the prism specimen was designed and built, which can not only impose varying confining pressure on the specimen, but dynamically monitor the change in confinement due to deformation of the specimen during testing. Theoretical analysis and test results show that for rock specimens with Young's modulus below 14, 16GPa, the apparatus can provide an acceptable plane -strain condition and be of practical use.
出处 《重庆建筑大学学报》 EI CSCD 北大核心 2006年第2期43-46,51,共5页 Journal of Chongqing Jianzhu University
基金 国家自然科学基金资助项目(50374084)
关键词 双轴岩石平面应变仪 侧向加力器 刚度 biaxial plane - strain apparatus for rock confinement inducing transducer stiffness
  • 相关文献

参考文献8

  • 1Jaeger C, Cook N. G. W. Fundamentals of Rock Mechanics,3rd edition[M]. London : Chapman and Hall, 1979.
  • 2Vardoulakis I. Shear- band inclination and shear modulus of sand in biaxial tests [J]. Int. J. Num. Anal. Meth. Geomech,1980,4:103 - 119.
  • 3尹光志,鲜学福,王宏图.岩石在平面应变条件下剪切带的分叉分析[J].煤炭学报,1999,24(4):364-367. 被引量:18
  • 4徐松林,吴文.岩土材料局部化变形分岔分析[J].岩石力学与工程学报,2004,23(20):3430-3438. 被引量:9
  • 5杨强,陈新,周维垣.岩石类材料的分叉分析及其工程应用[J].岩土工程学报,2001,23(4):403-406. 被引量:11
  • 6Labuz J. F, I. Vardoulakis, A. Drescher( 1991 ) [J]. Plane -strain apparatus. U.S. Patent 5,063,785.
  • 7M Yumlu, M U Ozbay. A study of the behavior of brittle rocks under plane strain and triaxial loading conditions[J].Int. J. Mech. Min. Sci. & Geomech. Abstr, 1995,32(7) :725 - 733.
  • 8Labuz J F, Papamichos E. Preliminary results of plane strain testing of soft rocks[J]. Rock mechanics as a Multi -disciplinary science. Balkema, Rotterdam, 1991.

二级参考文献35

  • 1季海波,武际可.分叉问题及其数值方法[J].力学进展,1993,23(4):493-502. 被引量:7
  • 2武际可,周鵾.非线性问题和分叉问题及其数值方法[J].力学与实践,1994,16(1):1-8. 被引量:9
  • 3刘夕才 谢和平 等.岩土变形局部化失稳的分叉分析.非线性力学理论与实践[M].北京:中国矿业大学出版社,1997.113-121.
  • 4刘夕才,非线性力学理论与实践,1997年,113页
  • 5Goto Y, Zhang Chonghou, Ono K. Localization of buckling patterns in cylinders under cyclic loading[J].J. Engng. Mech., ASCE, 1998, 124(11): 1249-1257
  • 6Mogi K. Fracture and flow of rocks under high triaxial compression[J].J. Geophys. Res., 1971, 76(5): 1 255-1 269
  • 7Hill R, Hutchinson J W. Bifurcation phenomena in the plane tension test[J]. J. Mech. Phys. Solids, 1975, 23:239-264
  • 8Rudnicki J W, Rice J R. Conditions for the localization of deformation in pressure-sensitive dilatant materials[J]. J. Mech. Phys. Solids,1975, 23:371-394
  • 9Young N J B. Bifurcation phenomena in the plane compression test[J].J. Mech. Phys. Solids, 1976, 24:77-91
  • 10Chau K T Non-normality and bifurcation in a compressible pressuresensitive circular cylinder under axi-symmetric tension and compression[J]. Int. J. Solids Structures, 1992, 29(7): 801 -824

共引文献30

同被引文献25

引证文献2

二级引证文献1

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