LI Jing, KONG Xiang-chao, SONG Ming-shui, et al. Study on the influence of reservoir rock micro-pore structure
on rock mechanical properties and crack propagation[J]. 2019, 40(11): 4149-4156.
DOI:
LI Jing, KONG Xiang-chao, SONG Ming-shui, et al. Study on the influence of reservoir rock micro-pore structure
on rock mechanical properties and crack propagation[J]. 2019, 40(11): 4149-4156.DOI: 10.16285/j.rsm.2018.1866.
Study on the influence of reservoir rock micro-pore structure
on rock mechanical properties and crack propagation
Reservoir rock is a type of heterogeneous material
which has pore structure with complex geometry
and microstructure affects the macro-mechanical properties and fracture characteristics of rocks. Therefore
understanding of reservoir rock micro-pore structure and its influence on rock mechanics is of great significance to oil and gas exploitation and reservoir transformation. For this reason
micro-pore structure of tight sandstone is quantitatively characterized by CT scanning experiment and digital image processing technology
and a discrete element model with pore structure is established. The micro-parameters of the model are calibrated by uniaxial compression experiment. The influence of pore structure on rock mechanical properties and crack propagation is analyzed by uniaxial compression simulation in PFC3D. The results show that the probability distribution of micro-pore structure of tight sandstone satisfies the lognormal distribution. The geometry and distribution of micro-pore structure are complex and have fractal features. Existence of micro-pore structure results in decrease of uniaxial compressive strength. The larger the fractal dimension is
the smaller the uniaxial compressive strength is
and the relationship is approximately linear. The micro-pore structure plays a decisive role in crack initiation position
propagation and penetration direction. Cracks initially appear at the tip of the pores. In the plane parallel to the loading direction
the cracks propagate along the 30° direction of the tip of the pore and parallel to the loading direction. In the plane perpendicular to the loading direction
the crack in the XY plane extends along the axis of the fracture or causes the hole diameter to increase. Cracks are likely to cause penetration between pores during loading.
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Related Author
Lü Shi-zhan
WANG Ren
HU Ming-jian
A Ying
ZHOU Bin
WANG Jin-an
LI Fei
CAO Qiu-ju
Related Institution
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology
Key Laboratory of Education Ministry for Safety and High Efficiency Mining of Metal Mine, School of Civil and Environmental Engineering, University of Science and Technology Beijing
China Southern Petroleum Exploration & Development Corporation
Drilling Department of Zhanjiang Company, China National Offshore Oil Co., Ltd.