Research on the Damage of Porosityand Permeabilitydue to Perforation on Sandstone in the Compaction Zone

被引:1
|
作者
Xue, Shifeng [1 ]
Zhu, Xiuxing [1 ]
Zhang, Lin [2 ]
Zhu, Shenghu [3 ]
Ye, Guigen [1 ]
Fan, Xuejun [4 ]
机构
[1] China Univ Petr, Dept Engn Mech, Qingdao 266580, Peoples R China
[2] ShengliOil Engn Co Ltd, Well Logging Co, Dongying 257000, Peoples R China
[3] Schlumberger Drilling Dynam Solut, Beijing 100022, Peoples R China
[4] Lamar Univ, Dept Mech Engn, Beaumont, TX 77710 USA
来源
CMC-COMPUTERS MATERIALS & CONTINUA | 2016年 / 51卷 / 01期
关键词
TRANSITION; FLOW;
D O I
暂无
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
A perforating hole is a channel through which the oil and gas in a reservoir pass into the production well bore. During the process of perforating due to explosion, the surrounding sandstone will be damaged to a certain extent, which will increase the well bore skin and lead to the decrease of production consequently. In this work a mechanical model of perforating damage is developed to describe the influences of perforating due to explosion on the porosity and permeability of the surrounding sandstone near the compaction zone. Based on this developed model, the important data related to the damage of sandstone, such as matrix effective stress, plastic deformation, volumetric strain, and so on, can be numerically simulated. Especially the behaviors of plasticity kinematic hardening at high strain rate due to impact loads, which are the important characteristics in the sandstone, is taken into account in this developed model. Both numerical and testing results show that the damage due to perforation in the sandstone can be accurately predicted by the developed model together with the porosity and peimeability evolving model of perforation in a compaction zone. As a practical application, a methodology for the analysis of damage of porosity and permeability around a perforation tunnel is supposed based on the developed model and the core flow efficiency test of interparticle pore spaced sandstone target in China Shengli Oilfield and the computed tomography test.
引用
下载
收藏
页码:21 / 42
页数:22
相关论文
共 48 条
  • [41] A new damage constitutive model for frozen-thawed sandstone under triaxial conditions: Considering the characteristics of pre-peak compaction and post-peak residual strength
    Xiong, Xin
    Zhou, Keping
    Gao, Feng
    Xu, Chun
    Li, Jielin
    INTERNATIONAL JOURNAL OF DAMAGE MECHANICS, 2024, 33 (03) : 193 - 222
  • [42] Research on the fracture mode and damage evolution model of sandstone containing pre-existing crack under different stress paths
    Shi, Zhanming
    Li, Jiangteng
    Wang, Ju
    ENGINEERING FRACTURE MECHANICS, 2022, 264
  • [43] Research on creep behaviors and fractional order damage model of sandstone subjected to freeze-thaw cycles in different temperature ranges
    Chen G.
    Wan Y.
    Sun X.
    Zhang G.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2021, 40 (10): : 1962 - 1975
  • [44] Research on the Mechanical Properties and Damage Constitutive Model of Multi-Shape Fractured Sandstone under Hydro-Mechanical Coupling
    Zhang, Ying
    Wu, Xu
    Guo, Qifeng
    Zhang, Zhaohong
    Cai, Meifeng
    Tian, Limei
    MINERALS, 2022, 12 (04)
  • [45] Reloading experimental research on the creep properties of yellow sandstone samples considering pre-peak unloading and cyclic water intrusion damage
    Qin Z.
    Liu Y.
    Pang W.
    Wang J.
    Zhang R.
    Yang X.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2024, 43 (02): : 358 - 370
  • [46] Spatial distribution of micrometre-scale porosity and permeability across the damage zone of a reverse-reactivated normal fault in a tight sandstone: Insights from the Otway Basin, SE Australia
    Debenham, Natalie
    Farrell, Natalie J. C.
    Holford, Simon, I
    King, Rosalind C.
    Healy, David
    BASIN RESEARCH, 2019, 31 (03) : 640 - 658
  • [47] Research on the Characteristics of Microscopic Damage to Different Pore Types by Slippery Water Fracturing Fluid in the Chang Member Tight Sandstone Reservoir, Ordos Basin, NW China
    Qi, Aojiang
    Qian, Pinshu
    Huang, Hai
    Ren, Dazhong
    Gu, Xiaoyu
    Zhang, Fan
    Yuan, Xun
    GEOFLUIDS, 2021, 2021
  • [48] Mechanical analysis and interpretation of excavation damage zone formation around deep tunnels within massive rock masses using hybrid finite-discrete element approach: case of Atomic Energy of Canada Limited (AECL) Underground Research Laboratory (URL) test tunnel
    Vazaios, I.
    Vlachopoulos, N.
    Diederichs, M. S.
    CANADIAN GEOTECHNICAL JOURNAL, 2019, 56 (01) : 35 - 59