Journal
ROCK MECHANICS AND ROCK ENGINEERING
Volume 54, Issue 2, Pages 745-758Publisher
SPRINGER WIEN
DOI: 10.1007/s00603-020-02303-z
Keywords
Coarse and fine grain; Granite; High temperature and triaxial stress; Thermal and mechanical properties; HDR geothermal development
Funding
- National Natural Science Foundation of China [U1810104, 11772213]
- Program for the Outstanding Innovative Teams of Higher Learning Institutions of Shanxi
Ask authors/readers for more resources
The study shows that under high-temperature and high-pressure conditions, coarse-grained granite has a higher thermal expansion coefficient and elastic modulus compared to fine-grained granite, leading to different failure characteristics and mechanical properties, resulting in a higher permeability for coarse-grained granite in HDR geothermal development.
The optimal development of hot dry rock (HDR) geothermal is deep HDR geothermal. Because of different diagenesis environments, the mineral composition and micro-structure of deep granite are quite different than those of shallow granite. To reveal the characteristics of deep granite and guide HDR geothermal development, the difference in thermal and mechanical properties between the granite in Luya Mountain, Shanxi Province, China (coarse-grained granite) and the granite in Shandong Province, China (fine-grained granite) under high-temperature (100-400 celcius) triaxial stress was studied. The results show that the thermal expansion coefficient of the coarse-grained granite increases linearly with increasing temperature, and the thermal expansion coefficient of the coarse-grained granite is 1.52 times that of the fine-grained granite on average, and the difference reaches a maximum at 400 celcius. The elastic modulus of the coarse-grained granite increases slowly first and then decreases sharply with increasing temperature, and its threshold temperature varies with temperature at approximately 300 celcius. The elastic modulus of the fine-grained granite is 1.4-2.6 times that of the coarse-grained granite, and the difference increases with increasing temperature and confining pressure. According to the failure test under triaxial stress (confining pressure (sigma(c)) = 25 MPa) and at 400 celcius, for the coarse-grained granite, the peak strength, elastic modulus and its threshold temperature change with temperature are smaller, the peak strain is larger and the elasto-plastic transition occurs easier than those for the fine-grained granite. Micro-observation shows that the larger crystal particles and the extreme heterogeneity of the coarse-grained granite lead to larger thermal deformation and greater deterioration of the mechanical properties, compared with those of the fine-grained granite, further leading to higher permeability of the coarse-grained granite under high temperature and high pressure. The existence of coarse-grained granite provides a good geological foundation for high-efficiency, low-cost and large-scale construction of artificial reservoirs in the process of HDR geothermal development.
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available