Experimental investigation of Sinian shale rock under triaxial stress monitored by ultrasonic transmission and acoustic emission

被引:50
作者
Li, Xiaying [1 ,2 ]
Lei, Xinglin [3 ]
Li, Qi [1 ]
Li, Xiaochun [1 ]
机构
[1] Chinese Acad Sci, State Key Lab Geomech & Geotech Engn, IRSM, Wuhan 430071, Peoples R China
[2] Univ Chinese Acad Sci, Beijing 100049, Peoples R China
[3] Natl Inst Adv Ind Sci & Technol, Tsukuba, Ibaraki 3058567, Japan
基金
中国国家自然科学基金;
关键词
Sinian shale; Sichuan Basin; Velocity anisotropy; Brittleness; Ultrasonic transmission; Acoustic emission; P-WAVE VELOCITY; SEISMIC ANISOTROPY; SANDSTONE; PERMEABILITY; BEHAVIOR; IMPACT; COAL;
D O I
10.1016/j.jngse.2017.03.035
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
To investigate the acoustic and mechanical properties of shale gas reservoir rocks, fracture experiments under triaxial compression were conducted using Sinian shale samples collected from the Sichuan Basin and cored along an angle of similar to 15 degrees with respect to bedding orientation. Ultrasonic transmission (UT) and Acoustic emission (AE) were used to monitor the response of anisotropic wave velocity and fracture behavior to elevated stress. X-ray CT (computed tomography) scan was used to explore the heterogeneous structure and geometric property of the fracture zone that ultimately developed in the sample. The evolution of microstructure such as closure of pores, development of microcracks and formation of macro fractures at elevated stress is likely responsible for the observed responses of elastic wave velocity and AE activity. During the hydrostatic compression stage, the closure of cracks and pores leads to a little bit of increase of velocity and a small number of AE events. As the mean effective stress further increases, there is no significant change in the microstructure of shale sample derived from the non-response of velocity to elevated stress. During the dynamic fracture stage, the generation of macro-fracture along the bedding plane accounts for the decrease of velocity as well as the rapid increase of AE activity. Our results indicate that the Sinian shale of the Sichuan Basin is characterized by weak anisotropy and strong heterogeneity in core scales. The intrinsic anisotropy keeps almost unchanged to the elevated stress, while significant increase in velocity anisotropy is induced by shear fracture. Moreover, the fracture experiments show that the shale sample performs a purely brittle fracture behavior, which is beneficial for the hydraulic fracturing stimulation of shale gas reservoirs. Both AE hypocenters and X-ray CT scan image show that the deformation and fracture process correlates strongly with the bedding structure in the sample. (C) 2017 Elsevier B.V. All rights reserved.
引用
收藏
页码:110 / 123
页数:14
相关论文
共 50 条
[1]   Brittle-ductile transition and associated seismicity:: Experimental and numerical studies and relationship with the b value -: art. no. 2044 [J].
Amitrano, D .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2003, 108 (B1)
[2]   Modeling the permeability evolution of microcracked rocks from elastic wave velocity inversion at elevated isostatic pressure [J].
Benson, P ;
Schubnel, A ;
Vinciguerra, S ;
Trovato, C ;
Meredith, P ;
Young, RP .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2006, 111 (B4)
[3]  
Chen Qiao, 2013, Science & Technology Review, V31, P15, DOI 10.3981/j.issn.1000-7857.2013.36.001
[4]  
Dai HM., 1999, Pet Explor Dev, V26, P16
[5]   Impact of fabric, microcracks and stress field on shale anisotropy [J].
Dewhurst, David N. ;
Siggins, Anthony F. .
GEOPHYSICAL JOURNAL INTERNATIONAL, 2006, 165 (01) :135-148
[6]   Theoretical and technical innovations in strategic discovery of a giant gas field in Cambrian Longwangmiao Formation of central Sichuan paleo-uplift, Sichuan Basin [J].
Du Jinhu ;
Zou Caineng ;
Xu Chunchun ;
He Haiqing ;
Shen Ping ;
Yang Yueming ;
Li Yalin ;
Wei Guoqi ;
Wang Zecheng ;
Yang Yu .
PETROLEUM EXPLORATION AND DEVELOPMENT, 2014, 41 (03) :294-305
[7]   Shale Symposium at the International Congress of the ISRM Montreal, Canada May 10-13, 2015 [J].
Einstein, Herbert H. .
ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (02) :631-633
[8]   The Impact of Heterogeneity on the Anisotropic Strength of an Outcrop Shale [J].
Fjaer, Erling ;
Nes, Olav-Magnar .
ROCK MECHANICS AND ROCK ENGINEERING, 2014, 47 (05) :1603-1611
[9]   Acoustic Emissions Monitoring during Inelastic Deformation of Porous Sandstone: Comparison of Three Modes of Deformation [J].
Fortin, Jerome ;
Stanchits, Sergei ;
Dresen, Georg ;
Gueguen, Yves .
PURE AND APPLIED GEOPHYSICS, 2009, 166 (5-7) :823-841
[10]   A chemical induced enhanced weakening of chalk by seawater [J].
Heggheim, T ;
Madland, MV ;
Risnes, R ;
Austad, T .
JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING, 2005, 46 (03) :171-184