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
[1]   Comparison of discrete element simulations to theoretical predictions of the elastic moduli of damaged rocks [J].
Abe, Steffen .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2016, 88 :265-272
[2]   Investigation of different fracture modes in cement-based materials by acoustic emission [J].
Aggelis, D. G. ;
Mpalaskas, A. C. ;
Matikas, T. E. .
CEMENT AND CONCRETE RESEARCH, 2013, 48 :1-8
[3]   Classification of cracking mode in concrete by acoustic emission parameters [J].
Aggelis, Dimitrios G. .
MECHANICS RESEARCH COMMUNICATIONS, 2011, 38 (03) :153-157
[4]  
[Anonymous], 1979, P 4 ISRM INT C ROCK
[5]   A novel in situ stress measurement method based on acoustic emission Kaiser effect: a theoretical and experimental study [J].
Bai, Xin ;
Zhang, Dong-ming ;
Wang, Hao ;
Li, Shu-jian ;
Rao, Zi .
ROYAL SOCIETY OPEN SCIENCE, 2018, 5 (10)
[6]   Strength anisotropy of shales deformed under uppermost crustal conditions [J].
Bonnelye, Audrey ;
Schubnel, Alexandre ;
David, Christian ;
Henry, Pierre ;
Guglielmi, Yves ;
Gout, Claude ;
Fauchille, Anne-Laure ;
Dick, Pierre .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2017, 122 (01) :110-129
[7]   Elastic wave velocity evolution of shales deformed under uppermost crustal conditions [J].
Bonnelye, Audrey ;
Schubnel, Alexandre ;
David, Christian ;
Henry, Pierre ;
Guglielmi, Yves ;
Gout, Claude ;
Fauchille, Anne-Laure ;
Dick, Pierre .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2017, 122 (01) :130-141
[8]   FLAC/PFC coupled numerical simulation of AE in large-scale underground excavations [J].
Cai, M. ;
Kaiser, P. K. ;
Morioka, H. ;
Minami, M. ;
Maejima, T. ;
Tasaka, Y. ;
Kurose, H. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2007, 44 (04) :550-564
[9]   Cyclic and Fatigue Behaviour of Rock Materials: Review, Interpretation and Research Perspectives [J].
Cerfontaine, B. ;
Collin, F. .
ROCK MECHANICS AND ROCK ENGINEERING, 2018, 51 (02) :391-414
[10]   Fracture toughness anisotropy in shale [J].
Chandler, Michael R. ;
Meredith, Philip G. ;
Brantut, Nicolas ;
Crawford, Brian R. .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2016, 121 (03) :1706-1729