Study on mechanical properties and microscopic damage mechanism of tight sandstone reservoir under uniaxial compression

被引:0
作者
Huang, Jin [1 ]
Xing, Jiacheng [2 ]
Liao, Xingchuan [1 ,3 ]
Ren, Yixing [3 ]
Ding, Keer [3 ]
Tan, Jin [3 ]
机构
[1] Southwest Univ Sci & Technol, Environm & Resources Inst, Mianyang, Sichuan, Peoples R China
[2] Downhole Operat Co, CNPC Xibu Drilling Engn Co Ltd, Karamay, Xinjiang, Peoples R China
[3] Southwest Petr Univ, Sch Civil Engn & Geomat, Chengdu, Sichuan, Peoples R China
关键词
tight reservoirs; uniaxial compression; damage mechanism; particle discrete elements; hydraulic fracturing; MODEL;
D O I
10.3389/fenrg.2023.1272086
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
Due to the characteristics of low porosity, low permeability and serious anisotropy in tight reservoirs, it is difficult for conventional hydraulic fracturing theory to accurately guide the efficient exploitation of tight reservoirs. It has been shown that the reservoir rock mechanical properties are the key factor impacting the fracturing effect, but the current research on the damage properties of tight reservoir rocks is not comprehensive enough. Therefore, in order to improve the fracturing theory of tight reservoirs, this paper first explores the evolution mechanism of rock fractures through uniaxial compression experiments. Secondly, based on the particle discrete element method, the damage and failure process of tight sandstone under uniaxial compression is simulated from the microscopic scale. The test results show that the rock failure mainly includes tensile failure, shear failure, and tensile-shear failure; Internal micro-fractures will interconnect during rock destruction to form primary fractures through the rock mass, while secondary micro-fractures will also be generated. The numerical simulation results show that when the rock is subjected to tensile-shear failure, with the increase of load, tensile micro-fractures are mainly produced in the specimen, accompanied by a few shear fractures. Under the joint action of shear failure and tensile failure, V-shaped cracks are easily formed in rock. The tensile strength of rock is mainly affected by the microscopic tensile strength, and the cohesive force, modulus, stiffness ratio, friction coefficient and friction angle have significant effects on the compressive strength of rock. Therefore, a reasonable choice of microscopic parameters can realistically simulate the compression-tensile strength ratio of the rock. The research results of this paper can provide the theoretical basis of rock mechanics for the efficient exploitation of tight reservoirs.
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页数:14
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共 33 条
  • [1] Genesis and microscopic characteristics of tight reservoirs in the Fengcheng Formation, at the southern margin of the Mahu Sag
    Bai, Luning
    Huang, Wenbiao
    Qin, Jun
    Zhang, Zongbin
    Ba, Zhongchen
    Bai, Zhenhua
    Guo, Yibing
    Li, Heng
    [J]. ENERGY GEOSCIENCE, 2023, 4 (03):
  • [2] DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES
    CUNDALL, PA
    STRACK, ODL
    [J]. GEOTECHNIQUE, 1979, 29 (01): : 47 - 65
  • [3] Detournay C., 2022, ROCK MECH B, V1, DOI [10.1016/J.ROCKMB.2022.100004, DOI 10.1016/J.ROCKMB.2022.100004]
  • [4] Dontsov EV., 2022, ROCK MECH B, V1, DOI 10.1016/j.rockmb.2022.100003
  • [5] Shape ratio effects on the mechanical characteristics of rectangular prism rocks and isolated pillars under uniaxial compression
    Du, Kun
    Li, Xuefeng
    Su, Rui
    Tao, Ming
    Lv, Shizhan
    Luo, Jia
    Zhou, Jian
    [J]. INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY, 2022, 32 (02) : 347 - 362
  • [6] A comparative evaluation of indirect methods to estimate the compressive strength of rocks
    Fener, M
    Kahraman, S
    Bilgil, A
    Gunaydin, O
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2005, 38 (04) : 329 - 343
  • [7] Investigating the simultaneous fracture propagation from multiple perforation clusters in horizontal wells using 3D block discrete element method
    He, Rui
    Yang, Jian
    Li, Li
    Yang, Zhaozhong
    Chen, Weihua
    Zeng, Ji
    Liao, Xingchuan
    Huang, Liuke
    [J]. FRONTIERS IN EARTH SCIENCE, 2023, 11
  • [8] The non-plane initiation and propagation mechanism of multiple hydraulic fractures in tight reservoirs considering stress shadow effects
    Huang, Liuke
    Tan, Jin
    Fu, Haifeng
    Liu, Jianjun
    Chen, Xiyu
    Liao, Xingchuan
    Wang, Xiaohua
    Wang, Can
    [J]. ENGINEERING FRACTURE MECHANICS, 2023, 292
  • [9] Hydraulic fracture height growth in layered rocks: Perspective from DEM simulation of different propagation regimes
    Huang, Liuke
    Dontsov, Egor
    Fu, Haifeng
    Lei, Yun
    Weng, Dingwei
    Zhang, Fengshou
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2022, 238
  • [10] 3D lattice modeling of hydraulic fracture initiation and near-wellbore propagation for different perforation models
    Huang, Liuke
    Liu, Jianjun
    Zhang, Fengshou
    Fu, Haifeng
    Zhu, Haiyan
    Damjanac, Branko
    [J]. JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING, 2020, 191