• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
WANG Fei, ZOU Yanlin, PANG Rui, HE Benguo, FAN Lifeng, MENG Dehao, LIU Tiantian, SHI Yao. Thermal cracking mechanism of granite during heating and cooling processes[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(10): 2138-2147. DOI: 10.11779/CJGE20230709
Citation: WANG Fei, ZOU Yanlin, PANG Rui, HE Benguo, FAN Lifeng, MENG Dehao, LIU Tiantian, SHI Yao. Thermal cracking mechanism of granite during heating and cooling processes[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(10): 2138-2147. DOI: 10.11779/CJGE20230709

Thermal cracking mechanism of granite during heating and cooling processes

More Information
  • Received Date: July 23, 2023
  • Available Online: March 24, 2024
  • Due to the limitations in high-temperature test equipment, the studies on the real thermal cracking of rocks in laboratory typically involve inverse analysis based on microstructure observations of cooled specimens. The real-time cracking evolution at high temperatures cannot be obtained through this method. Therefore, in this study, a thermo-mechanical coupled UDEC grain-based model for granite is established based on the modified joint constitutive law considering temperature and crack slip effects so as to investigate the real-time thermal cracking behavior of granite during heating and cooling processes. It is found that the thermally induced microcracking in granite begins to occur at around 75℃ under heating conditions. The number of microcracks rapidly increase near the αβ quartz phase transition temperature, but the microcrack density does not change significantly during the cooling process. Although the change in the crack number caused by the cooling effects is negligible, it can lead to an increase or decrease in the crack opening. During the heating process, the initiation of microcracks is mainly formed by the local stress accumulation due to different thermal expansions of the adjacent grains. The microstructure changes caused by quartz transition can enhance the interaction between different grains, leading to the increasing compression and shear motion on the grain level. This results in thermal-induced cracks continuing to deform and develop. During the cooling process, the local microscopic stress release due to the thermal cracking during heating and the shrinkage of different mineral crystals due to the cooling effects make the number of microcracks hardly change, but their morphological characteristics can change more significantly. This greatly affects the macroscopic stress-strain behaviors of granite after cooling. The findings of thermo-mechanical coupling tests on granite based on the discrete element numerical simulations are interpreted in a micro-meso-scale manner, revealing the real-time thermal cracking mechanism of granite during heating and cooling, further promoting the understanding of the thermo-mechanical coupling of high-temperature rocks.
  • [1]
    ROSSI E, KANT M A, BORKELOH O, et al. Experiments on rock-bit interaction during a combined thermo-mechanical drilling method[C]// 43rd Workshop on Geothermal Reservoir Engineering 2018. Proceedings of a Meeting Held 12-14 February 2018, Stanford, California, Curran Associates, Inc., 2019: 1874.
    [2]
    MA X, WANG G, HU D, et al. Mechanical properties of granite under real-time high temperature and three-dimensional stress[J]. International Journal of Rock Mechanics and Mining Sciences, 2020, 136: 104521. doi: 10.1016/j.ijrmms.2020.104521
    [3]
    YANG Z, YANG S Q, TIAN W L. Peridynamic simulation of fracture mechanical behaviour of granite specimen under real-time temperature and post-temperature treatments[J]. International Journal of Rock Mechanics and Mining Sciences, 2021, 138: 104573. doi: 10.1016/j.ijrmms.2020.104573
    [4]
    YIN T B, SHU R H, LI X B, et al. Comparison of mechanical properties in high temperature and thermal treatment granite[J]. Transactions of Nonferrous Metals Society of China, 2016, 26(7): 1926-1937. doi: 10.1016/S1003-6326(16)64311-X
    [5]
    KUMARI W G P, RANJITH P G, PERERA M S A, et al. Temperature-dependent mechanical behaviour of Australian Strathbogie granite with different cooling treatments[J]. Engineering Geology, 2017, 229: 31-44. doi: 10.1016/j.enggeo.2017.09.012
    [6]
    WANG Z, HE A, SHI G, et al. Temperature effect on AE energy characteristics and damage mechanical behaviors of granite[J]. International Journal of Geomechanics, 2018, 18(3): 04017163. doi: 10.1061/(ASCE)GM.1943-5622.0001094
    [7]
    WANG F, KONIETZKY H. Thermal cracking in granite during a heating-cooling cycle up to 1000℃: laboratory testing and real-time simulation[J]. Rock Mechanics and Rock Engineering, 2022, 55(3): 1411-1428. doi: 10.1007/s00603-021-02740-4
    [8]
    BROWNING J, MEREDITH P, GUDMUNDSSON A. Cooling-dominated cracking in thermally stressed volcanic rocks[J]. Geophysical Research Letters, 2016, 43(16): 8417-8425. doi: 10.1002/2016GL070532
    [9]
    NORDLUND E, ZHANG P, DINEVA S, et al. Impact of Fire on the Stability of Hard Rock Tunnels in Sweden[M]. Stockholm: Stiftelsen Bergteknisk Forskning-Befo, 2015.
    [10]
    ZHANG B, TIAN H, DOU B, et al. Macroscopic and microscopic experimental research on granite properties after high-temperature and water-cooling cycles[J]. Geothermics, 2021, 93: 102079. doi: 10.1016/j.geothermics.2021.102079
    [11]
    GLOVER P W J, BAUD P, DAROT M, et al. α/β phase transition in quartz monitored using acoustic emissions[J]. Geophysical Journal International, 1995, 120(3): 775-782. doi: 10.1111/j.1365-246X.1995.tb01852.x
    [12]
    SIPPEL J, SIEGESMUND S, WEISS T, et al. Decay of natural stones caused by fire damage[J]. Geological Society, London, Special Publications, 2007, 271(1): 139-151. doi: 10.1144/GSL.SP.2007.271.01.15
    [13]
    ITASCA. Universal Distinct Element Code[M]. Minneapolis: Itasca Consulting Group, Inc, 2018.
    [14]
    WANG F. Thermal Induced Cracking of Granite: Laboratory Investigations and Numerical Simulations[D]. Germany: TU Bergakademie Freiberg, 2020.
    [15]
    GHAZVINIAN E, DIEDERICHS M S, QUEY R. 3D random Voronoi grain-based models for simulation of brittle rock damage and fabric-guided micro-fracturing[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2014, 6(6): 506-521. doi: 10.1016/j.jrmge.2014.09.001
    [16]
    KAZERANI T, ZHAO J. Micromechanical parameters in bonded particle method for modelling of brittle material failure: micromechanical parameters in bonded particle method[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2010, 34(18): 1877-1895. doi: 10.1002/nag.884
    [17]
    WANG F, KONIETZKY H, PANG R, et al. Grain-based discrete element modeling of thermo-mechanical response of granite under temperature[J]. Rock Mechanics and Rock Engineering, 2023, 56(7): 5009-5027. doi: 10.1007/s00603-023-03316-0
    [18]
    FOURIER J B J, FREEMAN A. The Analytical Theory of Heat[M]. Cambridge: Cambridge University Press, 1878.
    [19]
    WAPLES D W, WAPLES J S. A review and evaluation of specific heat capacities of rocks, minerals, and subsurface fluids. part 2: fluids and porous rocks[J]. Natural Resources Research, 2004, 13(2): 123-130. doi: 10.1023/B:NARR.0000032648.15016.49
    [20]
    WANG F, KONIETZKY H, HERBST M, et al. Mechanical responses of grain-based models considering different crystallographic spatial distributions to simulate heterogeneous rocks under loading[J]. International Journal of Rock Mechanics and Mining Sciences, 2022, 151: 105036. doi: 10.1016/j.ijrmms.2022.105036
    [21]
    SORRELL C A, ANDERSON H U, ACKERMANN R J. Thermal expansion and the high-low transformation in quartz. II: dilatometric studies[J]. Journal of Applied Crystallography, 1974, 7(5): 468-473. doi: 10.1107/S0021889874010223
    [22]
    BALDO J B, DOS SANTOS W N. Phase transitions and their effects on the thermal diffusivity behaviour of some SiO2 polymorphs[J]. Cerâmica, 2002, 48: 172-177.
    [23]
    WANG F, KONIETZKY H, HERBST M. Thermal effect of load platen stiffness during high-temperature rock- mechanical tests[J]. Computers and Geotechnics, 2020, 126: 103721. doi: 10.1016/j.compgeo.2020.103721
    [24]
    FAN L F, GAO J W, DU X L, et al. Spatial gradient distributions of thermal shock-induced damage to granite[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2020, 12(5): 917-926. doi: 10.1016/j.jrmge.2020.05.004
  • Cited by

    Periodical cited type(13)

    1. 王涛,凡红,王康任,周国庆,王亮亮. 高温冻土双屈服面统一本构模型及其验证. 岩土工程学报. 2025(01): 135-143 . 本站查看
    2. 姚兆明,唐赛,昌语,李鹏辉. 冻结改良土抗压特性分数阶模型可靠性分析. 河南城建学院学报. 2025(01): 44-51 .
    3. 梁秀玲,王彬,张子浩,杨炳瑶,吴嘉骏. 考虑蠕变特性的多冷媒非均质人工冻结壁黏弹性分析. 冰川冻土. 2025(01): 163-178 .
    4. 谭智勇,王超林,龙安发. 外部水源作用下岩石液氮冻结试验研究. 岩土工程学报. 2024(02): 415-425 . 本站查看
    5. 汪恩良,任志凤,王储,刘君巍,刘兴超,田野,邹猛,卢孜筱,张伟伟,姜生元. 基于灰色关联分析模拟月壤抗压强度性能试验. 吉林大学学报(工学版). 2024(07): 2015-2025 .
    6. 姚兆明,宋梓豪,陈军浩,左维亚. 人工冻土分数阶导数应力-应变指数模型参数确定及验证. 煤炭学报. 2024(S1): 285-294 .
    7. 田金博,张勇敢,鲁洋,马文鑫,刘斯宏,王柳江,刘瑾. 考虑初始饱和度影响的冻结渠坡膨胀土力学特性. 哈尔滨工业大学学报. 2024(11): 123-131 .
    8. 梁靖宇,沈万涛,路德春,齐吉琳. 考虑沉积角影响的冻结砂土单轴压缩试验研究. 岩土力学. 2023(04): 1065-1074 .
    9. 刘勤龙,李旭,姚兆明,吴永康,蔡德钩. 冻土强度特性及其主控因素综述. 冰川冻土. 2023(03): 1092-1104 .
    10. 宋梓豪,姚兆明. 人工冻土复合幂-指数非线性强度模型. 河南城建学院学报. 2023(05): 37-42 .
    11. 曾宇,白瑶,孙鹏,韩天宇. 人工冻结软黏土力学特性试验研究. 工业建筑. 2023(10): 105-111 .
    12. 刘铭,鲍硕超. 热-湿-应力耦合作用下框架锚杆支撑的边坡冻融特性分析. 科学技术与工程. 2023(32): 13953-13962 .
    13. 汪恩良,田雨,刘兴超,任志凤,胡胜博,于俊,刘承前,李宇昂. 基于WOA-BP神经网络的超低温冻土抗压强度预测模型研究. 力学学报. 2022(04): 1145-1153 .

    Other cited types(19)

Catalog

    Article views (549) PDF downloads (118) Cited by(32)
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return