Experimental study on mechanical properties of granite under different cooling methods after thermal treatment

ZHOU Junhong, WANG Xin, HU Zhongjun, XU Rongboyu, YANG Dong, TU Zhenyu

世界地质(英文版) ›› 2019, Vol. 22 ›› Issue (1) : 56-61.

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PDF(567 KB)
世界地质(英文版) ›› 2019, Vol. 22 ›› Issue (1) : 56-61. DOI: 10.3969/j.issn.1673-9736.2019.01.07
论文

Experimental study on mechanical properties of granite under different cooling methods after thermal treatment

  • ZHOU Junhong, WANG Xin, HU Zhongjun, XU Rongboyu, YANG Dong, TU Zhenyu
作者信息 +

Experimental study on mechanical properties of granite under different cooling methods after thermal treatment

  • ZHOU Junhong, WANG Xin, HU Zhongjun, XU Rongboyu, YANG Dong, TU Zhenyu
Author information +
文章历史 +

摘要

Static uniaxial compression tests were conducted on 16 granite specimens after thermal treatment using a heating device and an electro-hydraulic servo pressure-testing machine.The effects of air cooling and water cooling on the physical and mechanical properties of the high-temperature granite specimens were studied.Test results showed that the longitudinal wave velocities of the high-temperature specimens gradually decreased after they were cooled by water and air.The peak stress and elastic modulus of the samples decreased gradually with an increase in temperature,whereas their peak strain increased gradually.The effects of peak stress and peak strain were considerably more evident when cooling by water than by air.This result demonstrated that the thermal cracking of the granite specimens,and consequently,their internal micro-fractures,further developed when the specimens were cooled by water.

Abstract

Static uniaxial compression tests were conducted on 16 granite specimens after thermal treatment using a heating device and an electro-hydraulic servo pressure-testing machine.The effects of air cooling and water cooling on the physical and mechanical properties of the high-temperature granite specimens were studied.Test results showed that the longitudinal wave velocities of the high-temperature specimens gradually decreased after they were cooled by water and air.The peak stress and elastic modulus of the samples decreased gradually with an increase in temperature,whereas their peak strain increased gradually.The effects of peak stress and peak strain were considerably more evident when cooling by water than by air.This result demonstrated that the thermal cracking of the granite specimens,and consequently,their internal micro-fractures,further developed when the specimens were cooled by water.

关键词

granite / high temperature effect / cooling method / mechanical properties

Key words

granite / high temperature effect / cooling method / mechanical properties

引用本文

导出引用
ZHOU Junhong, WANG Xin, HU Zhongjun, XU Rongboyu, YANG Dong, TU Zhenyu. Experimental study on mechanical properties of granite under different cooling methods after thermal treatment[J]. 世界地质(英文版). 2019, 22(1): 56-61 https://doi.org/10.3969/j.issn.1673-9736.2019.01.07
ZHOU Junhong, WANG Xin, HU Zhongjun, XU Rongboyu, YANG Dong, TU Zhenyu. Experimental study on mechanical properties of granite under different cooling methods after thermal treatment[J]. Global Geology. 2019, 22(1): 56-61 https://doi.org/10.3969/j.issn.1673-9736.2019.01.07

参考文献

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基金

Supported by "The Training Plan of College Students' Creation" (2017A53449) in Jilin University,New Energy Item of Jilin Province Combining with Universities (SF2017-5-5).

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