期刊文献+

真三轴试验中的端部摩擦效应分析 被引量:11

Analysis of end friction effect in true triaxial test
下载PDF
导出
摘要 端部摩擦效应是三轴试验的常见问题之一。相对于常规三轴试验,由于在茂木式真三轴试验中方形试样4个端部需设置两对端部垫块,从而导致端部摩擦问题更加突出。运用FLAC3D,针对Mohr-Coulomb材料,即无中间主应力影响材料,模拟真三轴加载过程中端部摩擦对试样强度和变形行为的影响。计算结果表明,端部摩擦也可以产生虚假中间主应力效应,即使对于无中间主应力效应材料,中间主应力也会导致最大破坏主应力的增加,且摩擦系数越大,这种趋势则越明显。分析了端部摩擦产生这种趋势的原因,指出了真三轴试验中减小端部摩擦的重要性。 End friction effect is one of common problems in triaxial test. In the Mogi-type true traxial test, two pairs of loading platem need to beset on four ends of quadrate sample, which means that the end friction effect is more significant than that in conventional triaxial tests. This study aims at revealing the extent to which the end friction influences rock strength and deformation behavior. True triaxial tests are simulated using FLAC^3D where Mohr-Coulomb ideal yield criterion is adopted. The simulation results indicate that the end friction can also lead to illusive effect of intermediate principal stress, even though the rock has no intermediate principal stress effect, the intermediate principal stress will still cause the increase of maximum principal stress, and this tendency become more obvious with the increasing of friction coefficient. Then, the reasons of the results and tendency are analyzed; and the importance of reducing end friction effect in the true triaxial test should be pay much more attention to.
作者 石露 李小春
出处 《岩土力学》 EI CAS CSCD 北大核心 2009年第4期1159-1164,共6页 Rock and Soil Mechanics
关键词 端部摩擦效应 真三轴 中间主应力 接触问题 FLAC3D end friction effect true triaxial test intermediate principal stress contact problem FLAC^3D
  • 相关文献

参考文献9

二级参考文献38

  • 1莫海鸿,陶振宇.类岩石材料的本构方程[J].水利学报,1989,21(7):67-73. 被引量:1
  • 2陈景涛,冯夏庭.高地应力下岩石的真三轴试验研究[J].岩石力学与工程学报,2006,25(8):1537-1543. 被引量:92
  • 3尤明庆,华安增.岩样单轴压缩的尺度效应和矿柱支承性能[J].煤炭学报,1997,22(1):37-41. 被引量:43
  • 4[4]中华人民共和国煤炭工业部. 煤与岩石物理力学性质测定方法[S]. 北京:中国标准出版社,1988
  • 5[4]Hudson J A,Crouch S,Fairhurst C. Soft,stiff and servo-controlled testing machines[J]. Eng. Geol.,1972,6(3):155~189
  • 6[5]Tang C A,Tham L G,Lee P K K,et al. Numerical studies of the influence of microstructure on rock failure in uniaxial compres- sion--part Ⅱ:constraint,slenderness,and size effect[J]. Inter. J. Rock Mech. Min. Sci.,2000,37(4):571~583
  • 7白世伟,林世胜,朱维申.单轴压缩圆柱状岩石试样应力分布均匀性的研究[J].岩土工程学报,1982,4(4):193-203.
  • 8[10]中华人民共和国建设部. 工程岩体试验方法标准[S]. 北京:中国计划出版社,1999
  • 9[12]Fairhurst C E,Hudson J A. Draft ISRM suggested method for the complete stress-strain curve for the intact rock in uniaxial compression[J]. Inter. J. Rock Mech. Min. Sci. 1999,36(3):279~289
  • 10Hudson J A,Crouch S.Soft,Stiff and servo-controlled testing machines [J].Eng.Geol.,1972,6(3):155~189.

共引文献187

同被引文献93

引证文献11

二级引证文献57

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