Rock and Soil Mechanics ›› 2024, Vol. 45 ›› Issue (10): 2981-2993.doi: 10.16285/j.rsm.2023.1798

• Fundamental Theory and Experimental Research • Previous Articles     Next Articles

Influence of high temperature on shear characteristics of granite with different particle sizes

ZHANG Su-biao, ZHANG Fan, LI Kang-wen, MA Shuang-ze   

  1. School of Civil Engineering, Architecture and Environment, Hubei University of Technology, Wuhan, Hubei 430068, China
  • Received:2023-11-27 Accepted:2024-03-25 Online:2024-10-09 Published:2024-10-11
  • Supported by:
    This work was supported by the General Program of National Natural Science Foundation of China (51979100).

Abstract: During hydraulic fracturing in hot dry rock, elevated temperatures weaken the fracture surface strength of the thermal reservoir rock, resulting in fracture slip behavior. This weakening phenomenon is closely related to thermal variations in cohesion and internal friction angle. Therefore, understanding the mechanical properties of granite at high temperatures is crucial for the stability assessment of thermal reservoir rocks during hot dry rock development. Variable angle shear tests (45°, 55°, 65°) were conducted on coarse and fine-grained granite under different high-temperature conditions. The study analyzed the impact of elevated temperatures on the cohesion and internal friction angle of granite with different particle sizes. In conjunction with scanning electron microscopy and low-field nuclear magnetic resonance tests, a further analysis was conducted on the influence of thermo-mechanical coupling on the evolution of microcracks and pore structures in granite. The results indicate that the cohesion of granite initially increases and then decreases with the increase of temperature. The variation in the internal friction angle is minimally influenced by temperature. The threshold temperature for the transformation of granite cohesion is identified as 300 ℃. Prior to the threshold temperature, the cohesion increase in coarse-grained granite is approximately 5.73 times greater than in fine-grained granite, and the effect of temperature strengthening is more significant on coarse-grained granite. As the temperature increases, the form of microcracks in granite transitions from intragranular cracks to intergranular cracks. The nuclear magnetic resonance (NMR) T2 spectrum exhibits multiple discontinuous peaks. With increasing temperature, compaction affects the large pores in coarse-grained granite, leading to a reduction in relaxation effects. Conversely, thermo-mechanical coupling has a limited effect on the development of large pores in fine-grained granite. These findings are expected to provide valuable insights for assessing the stability of reservoir rocks in hot dry rock geothermal energy development.

Key words: real-time high temperature, granite with different grain sizes, variable angle shear test, scanning electron microscopy, nuclear magnetic resonance

CLC Number: 

  • TU 452
[1] SONG Yong-jun, LU Yun-long, WANG Shuang-long, XIE Li-jun, CAO Jing-hui, AN Xu-chen, . Evolution characteristics of unfrozen water content and its influence on mechanical properties of rock during freeze-thaw process [J]. Rock and Soil Mechanics, 2025, 46(4): 1049-1059.
[2] CUI Wen-wen, DONG Xiao-qiang, LIU Xiao-yong, ZHAO Rui-yang, HE Gao-le, ZHANG Meng, ZHOU Lei, WU Xue-wen, . Hydration kinetics and hydration mechanism of red mud-based cementitious materials [J]. Rock and Soil Mechanics, 2025, 46(3): 867-880.
[3] HE Yuan-yuan, PENG Qi-lan, WANG Li, WANG Shi-mei, NIE Lei, XU Yan, LYU Yan, CHEN Yong, ZHANG Xian-wei. Investigating pore characteristics and permeability of seasonally frozen turfy soil using multiple micro-test methods [J]. Rock and Soil Mechanics, 2025, 46(1): 110-122.
[4] HAO Feng-fu, MA Tian-tian, YU Hai-wen, WEI Chang-fu, TIAN Hui-hui, YI Pan-pan, . Experimental study of the influence of cation exchange capacity on hydration in interlayers of bentonite [J]. Rock and Soil Mechanics, 2024, 45(9): 2611-2620.
[5] LIU Han-xiang, YE Diao-yu, BIE Peng-fei, ZHU Xing, . Experimental study of microscopic and mesoscopic damage features of limestone under cyclic loading and unloading [J]. Rock and Soil Mechanics, 2024, 45(3): 685-696.
[6] MU Huan-dong, HE Ye, BAI Yi-song, DENG Ya-hong, ZHENG Long-hao, . Collapsibility characteristics and microscopic mechanism of Q3 sandy loess in Jingbian [J]. Rock and Soil Mechanics, 2024, 45(10): 3024-3036.
[7] WU Guang-shui, TIAN Hui-hui, HAO Feng-fu, WANG Shu-qi, YANG Wen-zhou, ZHU Ting-mei, . Rapid prediction of the permeability coefficient for soil of different dry densities with NMR T2 distribution [J]. Rock and Soil Mechanics, 2023, 44(S1): 513-520.
[8] LI Pin-liang, XU Qiang, LIU Jia-liang, HE Pan, JI Xu, CHEN Wan-lin, PENG Da-lei, . Experimental study on the micromechanism of salt influence on the permeability of remolded loess [J]. Rock and Soil Mechanics, 2023, 44(S1): 504-512.
[9] WANG Lei, ZHANG Rui, YANG Dong, KANG Zhi-qin, ZHANG Peng-yu, . Mechanical properties and strain field evolution of organic-rich shale with variable angle shear at real-time high-temperature [J]. Rock and Soil Mechanics, 2023, 44(9): 2579-2592.
[10] ZHAO Yan, YANG Liu, XI Ru-ru, GENG Zhen-kun, ZHANG Qian, MA Xiong-de, . CO2-H2O two-phase displacement characteristics of low permeability core using nuclear magnetic resonance and magnetic resonance imaging techniques [J]. Rock and Soil Mechanics, 2023, 44(6): 1636-1644.
[11] ZHAO Yu, YANG Zhen-hua, WANG Chao-lin, BI Jing. Experimental study on damage self-healing and strain hardening of salt rock under secondary loading [J]. Rock and Soil Mechanics, 2023, 44(5): 1457-1466.
[12] GAO Feng, XIONG Xin, XIONG Xin, ZHOU Ke-ping, . Experimental study on influence of saturation on the microwave response of basalt [J]. Rock and Soil Mechanics, 2022, 43(S2): 43-51.
[13] WANG Hai-man, NI Wan-kui, LIU Kui, . Rapid prediction method of soil-water characteristic curve of Yan’an compacted loess [J]. Rock and Soil Mechanics, 2022, 43(7): 1845-1853.
[14] TIAN Hu-nan, TANG Ju-peng, PAN Yi-shan, YU Hong-hao, . Experimental study on the effect of average effective stress on micro adsorption and desorption characteristics of coal shale gas [J]. Rock and Soil Mechanics, 2022, 43(7): 1803-1815.
[15] XU Hao-chun, JIN Ai-bing, ZHAO Yi-qing, WANG Ben-xin, WEI Li-chang, . Experimental studies on split mechanical properties and fracture evolution behavior of bedding sandstone after high-temperature treatment [J]. Rock and Soil Mechanics, 2021, 42(11): 3069-3078.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!