4.6 Article

Experimental investigation on mechanical behaviors of granites after high-temperature exposure

Journal

JOURNAL OF CENTRAL SOUTH UNIVERSITY
Volume 29, Issue 4, Pages 1332-1344

Publisher

JOURNAL OF CENTRAL SOUTH UNIV
DOI: 10.1007/s11771-022-4998-5

Keywords

high-temperature exposure; uniaxial compression; variable angle shear; acoustic emission; scanning electron microscopy

Funding

  1. National Natural Science Foundation of China [51979272, BZ2020066]
  2. Department of Science and Technology of Jiangsu Province, China

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This study investigated the influence of temperature on the physical, mechanical and acoustic emission characteristics of granites. The results showed that as the temperature increased, the density and P-wave velocity decreased, the peak compressive stress and cohesion decreased, the peak strain and frictional angle increased. The maximum acoustic emission counts exhibited a decreasing trend with increasing temperature. When the temperature exceeded 573 degrees C, the crystal lattice structure of quartz changed, resulting in a significant decrease in the mechanical behavior of granites. The critical temperature range to characterize the influence of temperature on granites was found to be 500-600 degrees C.
To investigate the influence of temperature on the physical, mechanical and acoustic emission characteristics of granites, uniaxial compression test, variable-angle shear test, acoustic emission signal monitoring and the measurement of physical parameters including mass, size and P-wave velocity were carried out on granite samples treated at temperatures T ranging from 25 to 900 degrees C. The results show that the density and P-wave velocity decrease gradually with increasing T. As the temperature increases, the peak compressive stress decreases while the peak strain increases, due to the fact that a high temperature induces the escaping of waters within granites, the expanding of mineral grains and the generations of fractures. With the increment of T, both the peak shear stress and the cohesion decrease, whereas the frictional angle increases. During the compressing and shearing tests, the maximum acoustic emission counts show a decreasing trend when T increases from 25 to 900 degrees C. When T exceeds 573 degrees C, the crystal lattice structure of quartz changes from alpha-phase to beta-phase, decreasing the mechanical behavior of granites to a great extent. In addition, the results also indicate that T=500-600 degrees C is the critical temperature ramge to characterize the influence of temperature on the physical, mechanical and acoustic emission characteristics of granites.

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