Comparison of Shape Characteristics of Plastic Zone Around Circular Tunnel Under Different Strength Criteria

被引:16
|
作者
Shi, H. Y. [1 ]
Ma, Z. K. [2 ]
Zhu, Q. J. [1 ]
Shi, J. J. [1 ]
Zhao, Z. Q. [3 ]
机构
[1] North China Inst Sci & Technol, Beijing 101601, Peoples R China
[2] Liaoning Tech Univ, Sch Min, Fuxin 123000, Peoples R China
[3] China Univ Min & Technol Beijing, Coll Resources & Safety Engn, Beijing 100083, Peoples R China
基金
中国国家自然科学基金;
关键词
Shape of plastic zone; Circular tunnel; Strength Criterion; Susceptibility; MODE;
D O I
10.1017/jmech.2020.45
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The butterfly plastic zone theory based on Mohr Coulomb criterion has been widely used in coal mine production. In order to verify the universality of the theory, it is necessary to compare the distribution of plastic zone under different strength criteria. Based on the elastic-plastic mechanics, the principal stress distribution function around the circular tunnel is deduced in the paper, and the boundary and radius of the plastic zone under different strength criteria are calculated. The results show that the change laws of the plastic zone around the circular tunnel under different strength criteria has the following commonness: firstly, with the increase of the lateral pressure coefficient, the shape of the plastic zone presents the change laws of "circle ellipse butterfly"; Secondly, with the increase of the lateral pressure coefficient, the radius of the plastic zone is exponential distribution, while the characteristic value is different when the radius of the plastic zone is infinite. At same time, it shows that the butterfly plastic zone has a low sensitivity dependence on the strength criterion, no matter which strength criterion is adopted, and the butterfly plastic zone will inevitably appear in the surrounding rock mass of circular tunnel in the high deviator stress environment; The plastic zone with butterfly shape is highly sensitive to the stress change, and the small stress change may promote the expansion of the plastic zone. This result is significant for us to understand and prevent rock engineering disasters and accidents.
引用
收藏
页码:849 / 856
页数:8
相关论文
共 50 条
  • [1] The shape characteristics of circular tunnel surrounding rock plastic zone in the complex stress field
    Zhiping Hu
    Xuexu An
    Fangtao Li
    Yonghui Zhang
    Arabian Journal of Geosciences, 2022, 15 (2)
  • [2] An elastoplastic analytical method for characterizing the plastic zone around a shallow circular tunnel
    Wang, Chao
    Zou, Jinfeng
    Zhu, Yichuan
    Li, Liang
    APPLIED MATHEMATICAL MODELLING, 2025, 143
  • [3] Plastic Zone around Circular Holes
    Leitman, M. J.
    Villaggio, P.
    JOURNAL OF ENGINEERING MECHANICS, 2009, 135 (12) : 1467 - 1471
  • [4] Analysis of plastic zone boundary of circular tunnel under the asymmetric load
    Liu, Chao Ke
    Ren, Jian Xi
    PROCEEDINGS OF THE 5TH INTERNATIONAL CONFERENCE ON ADVANCED DESIGN AND MANUFACTURING ENGINEERING, 2015, 39 : 1174 - 1178
  • [5] Prediction of plastic and fractured zone extent around deep circular tunnel subjected to spatial constraint effect
    Yao Y.
    Lai H.
    Zhang Q.
    Liu Y.
    Arabian Journal of Geosciences, 2021, 14 (20)
  • [6] Stress distribution and plastic zone characteristics in surrounding rock of deep tunnel under different principal stress directions
    Zhao H.
    Yin G.
    Huang G.
    Jiang C.
    Caikuang yu Anquan Gongcheng Xuebao/Journal of Mining and Safety Engineering, 2023, 40 (01): : 135 - 144
  • [7] Elastic Stress and Plastic Zone Distributions around a Deeply Buried Tunnel under the Nonhydrostatic Pressure
    Liu, Shuhong
    Fan, Jinlu
    Wu, Chenhao
    Zhu, Yongquan
    GEOFLUIDS, 2022, 2022
  • [8] Closed-form Solution of Plastic Zone Radius Around Deep Circular Tunnel Subjected to Spatial Constraint Effect
    Yao Y.
    Lai H.
    Zhang Q.
    Liu Y.
    Tiedao Xuebao/Journal of the China Railway Society, 2023, 45 (08): : 176 - 183
  • [9] Yield strength predictions from the plastic zone around nanocontacts
    Kramer, D
    Huang, H
    Kriese, M
    Robach, J
    Nelson, J
    Wright, A
    Bahr, D
    Gerberich, WW
    ACTA MATERIALIA, 1998, 47 (01) : 333 - 343
  • [10] Excavation-Damaged Zone around Tunnel Surface under Different Release Ratios of Displacement
    Huang, Feng
    Zhu, Hehua
    Jiang, Shuping
    Liang, Bo
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2017, 17 (04)