The Stress Distribution and Calculation of the Different Zone of Wellbore Surrounding rock based on the Damaged Theory

被引：0
|
作者：
Zhao, Wanchun [1 ]
Sun, Chengyan [2 ]
Wang, Tingting [3 ]
Liu, Yu [3 ]
Yang, Caiping [3 ]
机构：
[1] Northeast Petr Univ, Educ Minist, Key Lab Enhanced Oil & Gas Recovery, Daqing 163318, Heilongjiang, Peoples R China
[2] Daqing Oil Field Corp Ltd, Oil Recovery Plant 9, Daqing 163318, Heilongjiang, Peoples R China
[3] Northeast Petr Univ, Daqing 163318, Heilongjiang, Peoples R China
来源：
PROGRESS IN CIVIL ENGINEERING, PTS 1-4 | 2012年 / 170-173卷
基金：
中国国家自然科学基金;
关键词：
Damage Model; Double-media; Pore Pressure; Hole Stabilization;
D O I：
10.4028/www.scientific.net/AMM.170-173.1052
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In order to describe the stability of borehole face and the theory of hydraulic fracture fissure stretch in real, the stress field of adjacent rock in the hole should be constituted exactly The article is based on the damnification dynamics theory, meanwhile, considered the rock is fracture-pore dual medium and the damnification characteristic of the rock in hole. Adjacent formation is sectioned three areas: damage-area, damnification-area, elasticity-area. And we have calculated the ambient stress distribution of one oil-well The results show that the destructive radius of the minimum in-situ stress direction is 1.247m, the damage radius is 8.082m, the destructive radius of the maximum in-situ stress direction is 0.998m, and the damage radius is 6.5865m.
引用
收藏
页码：1052 / +
页数：2
相关论文
共 50 条
  • [21] Precise grading of surrounding rock based on numerical calculation of jointed rock mass
    Huang, Dan
    Li, Xiao-Qing
    Song, Wen-Chao
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2021, 176 (03) : 230 - 241
  • [22] Study on temperature distribution of ultra-deep wellbore and its effect on mechanical properties of surrounding rock
    Zhang J.
    Lu Y.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2019, 38 : 2831 - 2839
  • [23] Study on the identification method of tunnel surrounding rock failure zone based on continuous discontinuous analysis theory
    Xiao Ming-qing
    Xu Chen
    Yang Jian
    Wu Jia-ming
    Fu Xiao-dong
    Zhou Yong-qiang
    ROCK AND SOIL MECHANICS, 2023, 44 (11) : 3099 - 3108
  • [24] Research status and evaluation of theoretical calculation of plastic zone boundary for hole surrounding rock
    Li, Yongen
    Guo, Xiaofei
    Ma, Nianjie
    Li, Chen
    Huo, Tianhong
    Meitan Kexue Jishu/Coal Science and Technology (Peking), 2021, 49 (05): : 141 - 150
  • [25] Calculation Model and Influencing Factors of Surrounding Rock Loosening Pressure for Tunnel in Fold Zone
    Liu, Jianhao
    Xie, Caijin
    Rao, Junying
    ADVANCES IN CIVIL ENGINEERING, 2021, 2021
  • [26] Elastoplastic model of damaged rock based on the strength theory
    School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454000, China
    不详
    Beijing Keji Daxue Xuebao, 2008, 5 (461-467):
  • [27] Finite element analysis of transient unloading and plastic zone distribution in surrounding rock
    Wei, Jiong
    Zhu, Wan-Cheng
    Niu, Lei-Lei
    Wei, Chen-Hui
    Dongbei Daxue Xuebao/Journal of Northeastern University, 2014, 35 (01): : 117 - 121
  • [28] Stress and Plastic Zone of Surrounding Rock in Non-Circular Unlined Tunnel
    Liu S.
    Fan J.
    Zhu Y.
    Zhongguo Tiedao Kexue/China Railway Science, 2022, 43 (03): : 78 - 85
  • [29] Research on Stress Analysis and Control of Surrounding Rock of Trapezoidal Roadways Based on Complex Variable Theory
    Wang, Zhiqiang
    Wu, Chao
    Luo, Jianqiao
    Lv, Wenyu
    Shi, Lei
    Wang, Peng
    SHOCK AND VIBRATION, 2021, 2021
  • [30] Detection of Stress Distribution in Surrounding Rock of Coal Seam Roadway Based on Charge Induction Principle
    Wang, Gang
    Du, Lulu
    Fan, Dewei
    Wang, Aiwen
    Shi, Tianwei
    Dai, Lianpeng
    ELECTRONICS, 2024, 13 (15)
12345