4.6 Article

Crack propagation in high-temperature granite after cooling shock: experiment and numerical simulation

期刊

出版社

SPRINGER HEIDELBERG
DOI: 10.1007/s10064-021-02259-6

关键词

High-temperature granite; Cooling shock cracks; Cooling shock; Crack propagation; RFPA(2D)-Thermal

资金

  1. Shaanxi Province New-Star Talents Promotion Project of Science and Technology [2019KJXX-049]
  2. National Natural Science Foundation of China [41772333, 42077274]
  3. Natural Science Foundation of Shaanxi Province, China [2018JQ5124]
  4. Foundation from State Key Laboratory for Geo-Mechanics and Deep Underground Engineering, China University of Mining Technology [SKLGDUEK1813]

向作者/读者索取更多资源

This study investigated crack propagation in high-temperature granite subjected to different cooling shocks. Results showed a critical temperature range of 350-550 degrees C for sudden changes in crack macroscopic shape, with cooling shocks significantly enhancing thermal damage.
Achieving crack propagation and rapid deterioration of high-temperature rock masses by using cooling shocks is important for improving the efficiency of low-permeability oil and gas production, geothermal well pumping, and other engineering facilities. In this study, the temperatures of four groups of granite samples with holes were set as 150, 350, 550, and 750 degrees C. To study the crack propagation in high-temperature granite suffering from different cooling shocks, the cooling shock temperatures were set as -20, 0, 20, and 25 degrees C in experiments and an RFPA(2D)-Thermal numerical simulation. The results indicated that in the range of 350-550 degrees C, there is a critical temperature for the sudden change of the crack macroscopic shape. Numerous open cracks appeared on the rock surface, and the thermal damage caused by the cooling shocks was significantly enhanced within the temperature range. Additionally, under the action of the cooling shocks, cracks were initiated in the high-temperature granite at the boundary of the cooling shock hole and the sample and extended radially to the interior of the sample. Moreover, in the process of crack propagation, there was always an annular heat-balance zone inside the rock. Thus, the cracks generated at the boundary of the cube are not connected to the cracks formed at the center hole. A larger temperature gradient in the rock led to a higher crack propagation rate, larger penetration depth, and higher density of cooling-induced cracks. The results of this study can not only improve the permeability of reservoir rocks but also have important reference value for rock engineering in high-temperature environments.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.6
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据