Experimental study on the cracking process of layered shale using X-ray microCT

被引:20
|
作者
Liu, Shengxin [1 ,2 ]
Wang, Zongxiu [1 ,2 ]
Zhang, Linyan [1 ,2 ]
机构
[1] Chinese Acad Geol Sci, Inst Geomech, Beijing 100081, Peoples R China
[2] Chinese Acad Geol Sci, Key Lab Shale Oil & Gas, Beijing, Peoples R China
基金
美国国家科学基金会;
关键词
Shale; X-ray CT; three-dimensional fracture networks; cracking process; uniaxial compression tests; COMPUTED-TOMOGRAPHY; MECHANICAL-BEHAVIOR; ACOUSTIC-EMISSION; FAILURE PROCESS; PART I; ROCK; CT; FRACTURE; DEFORMATION; COALESCENCE;
D O I
10.1177/0144598717736855
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
The cracking process in Longmaxi formation shale was experimentally studied during uniaxial compressive loading. Both the evolution of the three-dimensional fracture network and the micromechanics of failure in the layered shale were examined as a function of the inclination angle of the bedding plane. To visualize the cracking process, the test devices presented here used an industrial X-ray CT scanner that enabled scanning during the uniaxial compressive loading. Scanning electron microscopy and environmental scanning electron microscopy imaging techniques were used to observe the microscopic characteristics of fractured surfaces of failed specimens. The combination of these observations clearly illustrated the micromechanics of the failure process in the anisotropic shale. The experimental results suggest that the cracking process could be divided into two stages under uniaxial loading, and the microstructures and bedding planes of the shale played an important role in the cracking process of layered shale. In the first stage of deformation, the cracking mainly occurred as smaller microcracks (such as intergranular, microcracks), and the propagation of the newly formed microcracks was controlled by the bedding plane of the shale specimen. The microscopic imaging study showed that the microscopic damage was mainly dominated by microtensile fractures under uniaxial compression. In the second stage, with the increase in loading, the extensive development and coalescence of the microcracks led to the formation of complex fracture networks. The complexity of the fracture networks was related to the microstructure of the sample. The coalescence of the microcracks could be divided into three levels in the spatial scale, and the coalescence patterns included both tensile and shear patterns.
引用
收藏
页码:297 / 313
页数:17
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