Evolution of the damage precursor based on the felicity effect in shale

被引:4
作者
Gautam, P. K. [1 ,2 ]
Dwivedi, Rishabh [3 ]
Garg, Peeyush [4 ,5 ]
Majumder, Dipaloke [2 ]
Agarwal, Siddhartha [5 ]
McSaveney, Maurice [1 ]
Singh, T. N. [3 ]
机构
[1] Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Pro, Chengdu, Peoples R China
[2] Colorado Sch Mines, Civil & Environm Engn, Golden, CO USA
[3] Indian Inst Technol, Dept Earth Sci, Mumbai, India
[4] Manipal Univ Jaipur, Dept Elect Engn, Jaipur, India
[5] IIT ISM Dhanbad, Dept Min Dept, Dhanbad, India
关键词
Shale; Kaiser effect; Acoustic emission; Cyclic loading; Felicity ratio; Hysteresis loop; ACOUSTIC-EMISSION CHARACTERISTICS; CRACK CLASSIFICATION; STRENGTH ANISOTROPY; UNCONVENTIONAL GAS; LAYER ORIENTATION; ENERGY EVOLUTION; STRESS MEMORY; COAL SAMPLES; LONG-TERM; CONCRETE;
D O I
10.1177/10567895241253727
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Damage precursors during hydraulic fracturing in shale gas reservoirs may be better understood if the deformation, failure, and acoustic emission (AE) characteristics under cyclic loading are known. Therefore, the purpose of this paper is to investigate the quantitative damage based on the Felicity effect under constant stress lower limit uniaxial cyclic loading-unloading rates (0.5, 1.0, 1.5, 2.0, and 2.5 kN/s). Variations in the b-value and the spatiotemporal evolution of cumulative AE were also used to observe how shale fractures formed. The findings reveal that during the unloading stage, there are many cumulative AE events when the stress level is low (<= 1.50 kN/s) but that this number drops significantly when the stress level increases above (>2.0 kN/s). The AE amplitude, AE counts, and cumulative AE energy of each cycle in a loading-unloading test show an increasing trend, but the rate increases in the last cycle. During the whole process of loading and unloading, the Kaiser effects were present in the 3rd cycle at stress levels (<= 1.5 kN/s). Still, the Felicity effect appeared in the 2nd and 1st cycles during 2.0 and 2.5 kN/s cyclic loading. The Kaiser effect occurs in the linear elastic stage, while the Felicity effect occurs in the crack initiation and crack damage stage. Furthermore, the Felicity ratio (FR) variations during shale deformation and failure can be divided into four phases: (Phase I = 1.01 >= FR > 0.89), (Phase II = 0.89 >= FR > 0.48), (Phase III = 0.48 >= FR > 0.23), and (Phase IV = FR <= 0.23). The b-value is relatively higher under the loading rate below (<= 1.50 kN/s), indicating an increase in the number of small AE events. In contrast, the fact that the b-value is relatively smaller under the loading rate above (>2.0 kN/s) indicates that, the number of large AE events increases the number of cracks and fractures. These findings provide important design references for damaged precursors during hydraulic fracturing in shale gas reservoirs.
引用
收藏
页码:116 / 139
页数:24
相关论文
共 71 条
[11]   Shale gas reservoir characterisation: A typical case in the southern Sichuan Basin of China [J].
Chen, Shangbin ;
Zhu, Yanming ;
Wang, Hongyan ;
Liu, Honglin ;
Wei, Wei ;
Fang, Junhua .
ENERGY, 2011, 36 (11) :6609-6616
[12]   Deformation and strength anisotropy of Asan gneiss, Boryeong shale, and Yeoncheon schist [J].
Cho, Jung-Woo ;
Kim, Hanna ;
Jeon, Seokwon ;
Min, Ki-Bok .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2012, 50 :158-169
[13]  
[董大忠 Dong Dazhong], 2014, [天然气工业, Natural Gas Industry], V34, P1
[14]   Seismic Hazard and Risk Due to Induced Earthquakes at a Shale Gas Site [J].
Edwards, Benjamin ;
Crowley, Helen ;
Pinho, Rui ;
Bommer, Julian J. .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2021, 111 (02) :875-897
[15]   Post-peak behaviour of rocks under cyclic loading using a double-criteria damage-controlled test method [J].
Faradonbeh, Roohollah Shirani ;
Taheri, Abbas ;
Karakus, Murat .
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2021, 80 (02) :1713-1727
[16]   Quantification of pre-peak brittle damage: Correlation between acoustic emission and observed micro-fracturing [J].
Ganne, P. ;
Vervoort, A. ;
Wevers, M. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2007, 44 (05) :720-729
[17]   Effect of Loading Rate on the Progressive Damage and Crack Classification of Granite Based on Acoustic Emission Technique [J].
Gautam, P. K. ;
Dwivedi, Rishabh .
ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2024, 49 (01) :839-861
[18]  
GOODMAN RE, 1963, GEOL SOC AM BULL, V74, P487, DOI 10.1130/0016-7606(1963)74[487:SNDCOR]2.0.CO
[19]  
2
[20]  
Gutemberg B., 1941, GEOL SOC AM SPEC PAP, V34, P1, DOI DOI 10.1130/SPE34-P1