Abstract
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.
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References
Heuze F E. High-temperature mechanical, physical and thermal properties of granitic rocks—A review. Int J Rock Mech Min Sci Geo Mech Abstr, 1983, 20(1): 3–10
Lau J S O, Gorski B, Jackson R. The effects of temperature and water saturation on mechanical properties of Lac du Bonnet pink granite. 8th International Congress on Rock Mech, Tokyo. Rotterdam: A. A. Balkema, 1995. 1167–1172
Wong T F. Effects of temperature and pressure on failure and post-failure behavior of westerly granite. Mech Mater, 1982, 1: 3–17
Du S J, Liu H, Zhi H T, et al. Testing study on mechanical properties of post-high-temperature granite (in Chinese). Chin J Rock Mech Eng, 2004, 23(14): 2359–2364
Xia X H, Wang Y Y, Huang X C, et al. Experimental study on high temperature effect’s influence to the strength and deformation quality of marble (in Chinese). J Shanghai Jiaotong Univ, 2004, 38(6): 996–998
Wu G, Xing A G, Zhang L. Mechanical characteristics of sandstone after high temperature (in Chinese). Chin J Rock Mech Eng, 2007, 26(10): 2110–2116
He G L, WU G, Huang X C, et al. Testing study on ultrasonic properties of sandstone before and after high temperature (in Chinese). Rock Soil Mech, 2007, 28(4): 779–784
Zhang L. Experimental research and disturbed state concept analysis on physical and mechanical properties of post high-temperature sandstone (in Chinese). Master’s Dissertation. Shanghai: Shanghai Jiaotong University, 2005
Zhu H H, Yan Z G, Deng T, et al. Testing study on mechanical properties of tuff, granite and breccia after high temperatures (in Chinese). Chin J Rock Mech Eng, 2006, 25(10): 1 945–1 950
Hudson J A, Stephansson O, Andersson J. Guidance on numerical modeling of thermo-hydro-mechanical coupled processes for performance assessment of radioactive waste repositories. Int J Rock Mech Min Sci, 2005, 42(5/6): 850–870
Rutqvist J, Barr D, Datta R. 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, 2005, 42(5/6): 680–697
Zuo J P. Sandstone failure mechanism at the meso-scale and its strength characteristics under the thermal-mechanical action (in Chinese). Doctoral Dissertation. Beijing: China University of Mining and Technology (Beijing), 2006
Xu X C, Liu Q S. A preliminary study on basic mechanical properties for granite at high temperature (in Chinese). Chin J Geotech Eng, 2000, 22(3): 332–335
Wu Z, Qin B D, Chen L J, et al. Experimental study on mechanical character of sandstone of the upper plank of coal bed under high temperature. Chin J Rock Mech Eng, 2005, 24(11): 1863–1867
Chen L J, Wu Z, Qin B D, et al. Mechanical caracteristics and cracking mechanism of coal roof sandstone under high temperature (in Chinese). J Chongqing Univ, 2005, 28(5): 123–126
Li D W, Zhu Z D, Jiang Z J, et al. Microstructural investigation of mechanical characteristics of marbles under different temperatures (in Chinese). J Hohai Univ (Natural Sci), 2008, 36(3): 375–378
Zhang Y, Zhang X, Zhao Y S. Process of sandstone thermal cracking (in Chinese). Chin J Geophys, 2005, 48(3): 656–659
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Supported by the National Natural Science Foundation of China (Grant No. 50490273), the National Key Basic Research and Development Program of China (973 Project) (Grant No. 2007CB209400), and Xuzhou Institute of Technology (Grant No. XKY2007219)
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Zhang, L., Mao, X. & Lu, A. Experimental study on the mechanical properties of rocks at high temperature. Sci. China Ser. E-Technol. Sci. 52, 641–646 (2009). https://doi.org/10.1007/s11431-009-0063-y
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DOI: https://doi.org/10.1007/s11431-009-0063-y