A new rock mechanical behavior evaluation method reconstructed based on the digital core model

被引:0
|
作者
Guo, Jianhua [1 ]
She, Chaoyi [2 ]
Xia, Lianbin [1 ]
Yu, Wenshuai [1 ]
Su, Qiang [1 ]
Li, Yatian [1 ]
机构
[1] Engineering Technology Research Institute, PetroChina Southwest Oil & Gasfield Company, Sichuan, Chengdu,610017, China
[2] PetroChina Southwest Oil & Gasfield Company, Sichuan, Chengdu,610051, China
关键词
Compaction - Compressive strength - Cracks - Ductile fracture - Gas industry - Infill drilling - Minerals - Particle size - Particle size analysis - Size distribution - Spatial distribution;
D O I
10.3787/j.issn.1000-0976.2024.07.011
中图分类号
学科分类号
摘要
In the process of oil and gas well drilling, the cores drilled from the overlying non-target strata is limited in quantity, which, to some extent, limits the researches on rock mechanical behaviors and is not beneficial for safe and efficient drilling. To this end, this paper applies the digital core model to conduct inversion research on the rock mechanical behaviors of the overlying non-target strata in the long hole section. Then, with the Xujiahe Formation of Upper Triassic in the Tianfu Gas Field of the Sichuan Basin as an example, the three-dimensional Voronoi body model of digital core for characterizing the mechanical behaviors of the Xujiahe Formation cores is established on the basis of the cuttings component test results of the target layer and the Voronoi theory. In addition, the spatial distribution of mineral compositions, clay and pores are restored. Finally, the mechanical properties and damage evolution of the rocks are analyzed from a microscopic perspective. And the following research results are obtained. First, the uniaxial compression deformation of digital core is divided into four stages, i.e., pore compaction, elastic deformation, plastic deformation and post failure, with shear failure as the main failure form, which is highly consistent with the experimental result. Second, under the action of axial pressure, mineral particles are compressed to generate strain. When the strain exceeds the yield strain of the mineral itself, mineral damage begins, and the pressure beyond the bearing capacity is transferred to the neighboring mineral particles to form crack and fracture surface gradually. Third, the spatial distribution of minerals only influences the damage evolution and crack propagation of digital core, and particle size affects the mechanical behaviors in elastic, plastic and post failure stages. Fourth, with the increase of the confining pressure, compression strength and residual strength increase significantly. In addition, the larger the core size, the lower the elastic modulus and peak strength. In conclusion, the analysis results by this method are consistent with the experimental results, which means this method provides a new idea for studying the mechanical properties of the overlying strata in the drilling process without enough cores, and is of great significance for understanding rock breaking mechanisms and optimizing the selection and design of drill bits. © 2024 Natural Gas Industry Journal Agency. All rights reserved.
引用
收藏
页码:132 / 143
相关论文
共 50 条
  • [1] A NEW VOXEL UPSCALING METHOD BASED ON DIGITAL ROCK
    Yang, Yongfei
    Wang, Chenchen
    Yao, Jun
    Gao, Ying
    INTERNATIONAL JOURNAL FOR MULTISCALE COMPUTATIONAL ENGINEERING, 2015, 13 (04) : 339 - 346
  • [2] A new method to model the mechanical behavior of granitic basement rock in PFC2D
    Tian W.-L.
    Yang S.-Q.
    Wang J.-G.
    Arabian Journal of Geosciences, 2021, 14 (15)
  • [3] Study on the micro-mechanical behavior and pore structure evolution mechanism of coral reef limestone based on digital rock core
    Li, Xinping
    Zhu, Yingwei
    Wang, Liangjun
    Qu, Dengxing
    Luo, Yi
    Meng, Fei
    Pei, Chenhao
    Li, Wenhao
    COMPUTERS AND GEOTECHNICS, 2025, 177
  • [4] Validation of a damage constitutive model based on logistic model dedicated to the mechanical behavior of the rock
    Chen, Kai
    Cudmani, Roberto
    Olarte, Andres Alfonso Pena
    GEOMECHANICS AND GEOPHYSICS FOR GEO-ENERGY AND GEO-RESOURCES, 2024, 10 (01)
  • [5] Validation of a damage constitutive model based on logistic model dedicated to the mechanical behavior of the rock
    Kai Chen
    Roberto Cudmani
    Andres Alfonso Pena Olarte
    Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 2024, 10
  • [6] The method of rock slope stability evaluation based on cloud model
    Gao, Jie
    Qi, Chunming
    Lei, Xiaolin
    PROCEEDINGS OF THE 2015 6TH INTERNATIONAL CONFERENCE ON MANUFACTURING SCIENCE AND ENGINEERING, 2016, 32 : 570 - 574
  • [7] A METHOD TO SELECT REPRESENTATIVE ROCK SAMPLES FOR DIGITAL CORE MODELING
    Lin, Wei
    Yang, Zhengming
    Li, Xizhe
    Wang, Juan
    He, Ying
    Wu, Guoming
    Xiong, Shengchun
    Wei, Yunyun
    FRACTALS-COMPLEX GEOMETRY PATTERNS AND SCALING IN NATURE AND SOCIETY, 2017, 25 (04)
  • [8] Numerical modeling of rock mechanical behavior and fracture propagation by a new bond contact model
    Jiang, Mingjing
    Chen, He
    Crosta, Giovanni B.
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2015, 78 : 175 - 189
  • [9] A Method for Digital Chart Quality Evaluation based on Cloud Model
    Yu, Caixia
    Xu, Jun
    Huang, Wenqian
    Jun, Luan
    Liu, Jinzhong
    2017 INTERNATIONAL CONFERENCE ON CLOUD TECHNOLOGY AND COMMUNICATION ENGINEERING (CTCE2017), 2017, 910
  • [10] Fuzzy mathematical method for evaluation of rock mechanical indexes
    Zhang, Guang
    Li, Tingjie
    Bai, Shiwei
    Key Engineering Materials, 2000, 183