Experimental study on the mechanical properties of rocks at high temperature

被引:0
作者
LianYing Zhang
XianBiao Mao
AiHong Lu
机构
[1] China University of Mining and Technology,School of Sciences
[2] Xuzhou Institute of Technology,School of Math and Physical Science
[3] China University of Mining and Technology,State Key Laboratory of Geomechanics and Deep Underground Engineering
来源
Science in China Series E: Technological Sciences | 2009年 / 52卷
关键词
rock mechanics; high temperature effect; mechanical properties; experimental study;
D O I
暂无
中图分类号
学科分类号
摘要
The mechanical properties of marble, limestone, and sandstone as well as the stress-strain curve, the varying characteristics of the peak strength, the peak strain and elastic modulus were studied by using the MTS810 Rock Mechanics Servo-controlled Testing System under the action of temperatures ranging from room temperature to 800°C Results show that (1) the peak strength and elastic modulus of marble fluctuate at the temperature from normal to 400°C; and they decrease gradually over 400°C (2) With the rise of the temperature, the peak strength and elastic modulus of limestone show downward trend from normal temperature to 200°C have little change from 200°C to 600°C and decrease sharply over 600°C (3) The peak strength of sandstone shows a downward trend while a little change for elastic modulus at normal temperature to 200°C and from 200°C to 600°C, the peak strength of sandstone increases while a little change for elastic modulus; the peak strength and elastic modulus decrease rapidly at the temperature over 600°C. (4) The peak strain of limestone shows little change at normal temperature to 600°C, however, the peak strain increases rapidly over 600°C; and for marble and sandstone, the peak strain decreases with the rise of the temperature from normal temperature to 200°C, the peak strain increases rapidly over 200°C. The result can provide valuable references for the rock engineering design at high temperature.
引用
收藏
页码:641 / 646
页数:5
相关论文
共 37 条
  • [1] Heuze F. E.(1983)High-temperature mechanical, physical and thermal properties of granitic rocks—A review Int J Rock Mech Min Sci Geo Mech Abstr 20 3-10
  • [2] Wong T. F.(1982)Effects of temperature and pressure on failure and post-failure behavior of westerly granite Mech Mater 1 3-17
  • [3] Du S. J.(2004)Testing study on mechanical properties of post-high-temperature granite (in Chinese) Chin J Rock Mech Eng 23 2359-2364
  • [4] Liu H.(2004)Experimental study on high temperature effect’s influence to the strength and deformation quality of marble (in Chinese) J Shanghai Jiaotong Univ 38 996-998
  • [5] Zhi H. T.(2007)Mechanical characteristics of sandstone after high temperature (in Chinese) Chin J Rock Mech Eng 26 2110-2116
  • [6] Xia X. H.(2007)Testing study on ultrasonic properties of sandstone before and after high temperature (in Chinese) Rock Soil Mech 28 779-784
  • [7] Wang Y. Y.(2006)Testing study on mechanical properties of tuff, granite and breccia after high temperatures (in Chinese) Chin J Rock Mech Eng 25 1 945-1 950
  • [8] Huang X. C.(2005)Guidance on numerical modeling of thermo-hydro-mechanical coupled processes for performance assessment of radioactive waste repositories Int J Rock Mech Min Sci 42 850-870
  • [9] Wu G.(2005)Coupled thermal-hydrological-mechanical analyses of the Yucca mountain drift scale test—Comparison of field measurements to predictions of four different numerical models Int J Rock Mech Min Sci 42 680-697
  • [10] Xing A. G.(2000)A preliminary study on basic mechanical properties for granite at high temperature (in Chinese) Chin J Geotech Eng 22 332-335