Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (2): 377-384.doi: 10.16285/j.rsm.2021.1165

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Mechanical properties of granite after reaction with ScCO2 at high temperature and high pressure

XUE Hui1, 2, SHU Biao1, 2, CHEN Jun-jie1, 2, LU Wei1, 2, HU Yong-peng1, 2, WANG Yi-min1, 2, ZENG Fan1, 2, HUANG Ruo-chen1, 2   

  1. 1. Key Laboratory of Metallogenic Prediction of Nonferrous Metals and Geological Environment Monitoring, Ministry of Education, Central South University, Changsha, Hunan 410083; China; 2. School of Geosciences and Info-physics, Central South University, Changsha, Hunan 410083, China
  • Received:2021-07-29 Revised:2021-12-03 Online:2022-02-11 Published:2022-02-22
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (42072304, 41702387), the Science and Technology Innovation Program of Hunan Province (2021RC3009) and the Natural Science Foundation of Hunan Province (2021JJ40726).

Abstract: In order to study the effect of supercritical carbon dioxide (ScCO2) on the mechanical properties of granite located in the CO2 based enhanced geothermal system (EGS) region, fluid-rock interaction experiments were conducted at 210 ℃, 240 ℃ and 270 ℃. Three experimental conditions were used: i) ScCO2 and dry granite; ii) ScCO2, water vapor and dry granite; iii) ScCO2 and granite that is soaked in water for 24 hours. The P-wave velocities, uniaxial comprehensive strength, and elastic modulus of all these ScCO2 treated granite samples and one untreated granite sample were obtained by carrying out the wave velocity tests and uniaxial compressive tests. Wave velocity tests show that the P-wave velocities of all these ScCO2 treated granite samples are reduced compared to that of the untreated sample. Uniaxial compressive test show that the uniaxial comprehensive strength and elastic modulus are not affected. From the failure mode, it can be seen that the untreated granite more likely present brittle tensile failure, while the treated sample shows more likely shear failure. As the temperature increases, the failure mode becomes more and more close to shear failure. Experimental results show that the ScCO2 has very slight damage impact on granite that has no water or little water, causing a slight decrease in the brittleness, and a small increase on the plasticity. The P-wave velocity decreases slightly and the damage to the granite strength can be negligible. Therefore, the interaction of CO2-rock will not cause obvious effect on the mechanical properties of granite located in and nearby the CO2-EGS region.

Key words: CO2, enhanced geothermal system (EGS), granite, high temperature and high pressure, mechanical property

CLC Number: 

  • TU 52
[1] NIE Yao-wu, HU Bing, GU Lei-yu, LI Bin, ZHOU Quan-chao, LI Wen-hui, LI Qi, LI Xia-ying, . Numerical simulation on safety risk assessment of coal mining with CO2 geological storage [J]. Rock and Soil Mechanics, 2025, 46(S1): 491-506.
[2] HOU Xiao-qiang, YANG Rui, LI Rui-dong, FAN Xiao-peng, ZHENG Jia-le, HOU Bao-sheng, . Random generation method and macro-and meso-mechanical evolution characteristics of pebble-soil mixtures [J]. Rock and Soil Mechanics, 2025, 46(9): 2967-2979.
[3] WU Qing-qian, SHI Lu, LI Xiao-chun, BAI Bing, . Experimental study on effects of H2O and supercritical CO2 on mechanical properties of sandstone with a low clay mineral content [J]. Rock and Soil Mechanics, 2025, 46(5): 1442-1454.
[4] GAO Ping-hong, GAO Chen-bo, PENG Cheng-wei, LIU Fei-yu, . Model test and discrete element analysis of granite residual soil slopes under rainfall conditions [J]. Rock and Soil Mechanics, 2025, 46(5): 1632-1642.
[5] SHANG Zhao-wei, KONG Ling-wei, YAN Jun-biao, GAO Zhi-ao, WANG Fei, LI Cheng-sheng, . Small-strain shear modulus properties of unsaturated granitic residual soils and determination method of soil-water retention curves [J]. Rock and Soil Mechanics, 2025, 46(4): 1131-1140.
[6] XUE Yi, YANG Bo-kun, LIU Yong, SUN Qiang, ZHANG Yun, CAO Zheng-zheng, . Mode I fracture characteristics of high-temperature granite under cyclic liquid nitrogen cooling [J]. Rock and Soil Mechanics, 2025, 46(2): 422-436.
[7] YIN Jing-han, SHENG Qian, CUI Zhen, ZHANG Mao-chu, . Cyclic shear mechanical characteristics and shear strength of multi-scale joints [J]. Rock and Soil Mechanics, 2024, 45(S1): 405-414.
[8] ZHOU Chang-bing, YAN Jun-hao, LI Xiao-shuang, . Numerical simulation of dynamic evolution characteristics of thermal fracture in granite [J]. Rock and Soil Mechanics, 2024, 45(S1): 694-704.
[9] WANG Gui-bin, LIU Huan-dui, TANG Ming-hao, YANG Chun-he, CHEN Shi-wan, . Excavation damage zones in granite cavern under complex stress paths [J]. Rock and Soil Mechanics, 2024, 45(9): 2539-2553.
[10] WANG Zhi-de, QIAN Meng-fan, LI Jie, SI Ying-ying, JIANG Li-min, . Damage mechanism of jointed granite under high strain rate impact loading [J]. Rock and Soil Mechanics, 2024, 45(7): 1917-1928.
[11] YUAN Wei, LI Jian-chun, LI Xing, . Experimental and numerical study on mechanical behaviors of granite subjected to impact shear force [J]. Rock and Soil Mechanics, 2024, 45(6): 1675-1685.
[12] WANG Zhi-de, SI Ying-ying, LI Jie, QIAN Meng-fan, AN Jia-xing, . Dynamic response of jointed granite under low strain rate impact load [J]. Rock and Soil Mechanics, 2024, 45(6): 1755-1762.
[13] ZHI Bin, WANG Shang-jie. Mechanical properties and damage mechanism of loess under dry-wet freeze-thaw cycle [J]. Rock and Soil Mechanics, 2024, 45(4): 1092-1102.
[14] LIU Xin-rong, ZHANG Ji-lu, ZHOU Xiao-han, LIU Yu-yu, LIU Han-zhi, . Deformation and seepage characteristics of precast fractured rock mass considering the influence of axial stress [J]. Rock and Soil Mechanics, 2024, 45(12): 3596-3612.
[15] XU Wen-bin, ZHAO Kang-qi, ZHANG Ya-lun, LIU Cheng-bao, ZHOU Lei, . Mechanical properties and failure characteristics of strengthening stratified cemented tailings backfill under triaxial compression [J]. Rock and Soil Mechanics, 2024, 45(12): 3658-3667.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!