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岩石直接拉伸与压缩变形的试验研究
引用本文:余贤斌,王青蓉,李心一,谢强,纳裕康,宋战平.岩石直接拉伸与压缩变形的试验研究[J].岩土力学,2008,29(1):18-22.
作者姓名:余贤斌  王青蓉  李心一  谢强  纳裕康  宋战平
作者单位:1. 昆明理工大学,国土资源工程学院,昆明,650093
2. 昆明理工大学,交通工程学院,昆明,650093
3. 重庆大学,土木工程学院,重庆,400045
4. 昆明理工大学,机械工程学院,昆明,650093
5. 西安建筑科技大学,土木工程学院,西安,710055
摘    要:采用自行研制的可对同一岩石试样进行单轴压缩和直接拉伸的试验装置,对3种岩石进行了压缩和直接拉伸试验.结果表明,这3种岩石的压缩弹性模量均大于拉伸弹性模量,压缩与拉伸弹性模量之比分别为1.1,1.4,2.5.压缩泊松比也大于拉伸泊松比.研究表明:直接拉伸下切线泊松比随荷载的增加而减小,与压缩下泊松比的变化相反.

关 键 词:岩石  直接拉伸  压缩  弹性模量  泊松比  直接拉伸试验  压缩变形  研究  compression  tension  direct  rocks  deformation  research  变化  荷载  切线  泊松比  拉伸弹性模量  压缩弹性模量  结果  试验装置  单轴压缩  岩石试样
文章编号:1000-7598-(2008)01-0008-05
收稿时间:2006-11-15
修稿时间:2006年11月15

Experimental research on deformation of rocks in direct tension and compression
YU Xian-bin,WANG Qing-rong,LI Xin-yi,XIE Qiang,NA Yu-kang,SONG Zhan-ping.Experimental research on deformation of rocks in direct tension and compression[J].Rock and Soil Mechanics,2008,29(1):18-22.
Authors:YU Xian-bin  WANG Qing-rong  LI Xin-yi  XIE Qiang  NA Yu-kang  SONG Zhan-ping
Abstract:Laboratory tests of direct tension and compression were conducted for three rock types with a testing unit that can perform both compression and direct tension on a same rock sample. The results showed that for most rock samples, the obtained Young’s moduli in compression EC were greater than those in tension ET. For Gaofeng limestone, the EC/ET ratio was 1.1; for Gaofeng pyrite, the ratio was 1.4; and for Songshujiao marble, the ratio was 2.5. The average values of Poisson’s ratios in compression were also greater than the values in tension. It was also found that the tangent Poisson’s ratios in tension decreased with the increasing applied loading, which was opposite to the behavior in compression.
Keywords:rock  direct tension  compression  Young’s modulus  Poisson’s ratio  
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