Model test study on surrounding rock deformation and failure mechanisms of deep roadways with thick top coal

被引：174
作者：
Li, S. C. [1 ]
Wang, Q. [1 ,2 ]
Wang, H. T. [1 ]
Jiang, B. [1 ]
Wang, D. C. [1 ]
Zhang, B. [1 ]
Li, Y. [1 ]
Ruan, G. Q. [2 ]
机构：
[1] Shandong Univ, Res Ctr Geotech & Struct Engn, Jinan 250061, Peoples R China
[2] Yankuang Grp Co Ltd, Postdoctoral Sci Res Stn, Zoucheng 273500, Shandong, Peoples R China
来源：
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY | 2015年 / 47卷
关键词：
Deep roadway with thick top coal; Pressure relief anchor box beam; Geomechanical model test; Field test; Deformation and failure mechanism; NUMERICAL-ANALYSIS; SIMULATION; TUNNELS; CAVERN;
D O I：
10.1016/j.tust.2014.12.013
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The deep roadway with thick top coal is a typical roadway difficult to support in deep mining project, and resolving this sophisticated problem to control the stability of surrounding rock is of great significance in safety production of coal mines. In order to explore the surrounding rock deformation and failure mechanisms of such deep roadways, with Zhaolou coal mine in Juye mining area of China as the engineering background, a large-scale geomechanical model test was carried out. The displacement and stress evolution laws of surrounding rock supported by the pressure relief anchor box beam system were researched. Meanwhile, the related results validate and analyze main failure characteristics and mechanisms of the surrounding rock by comparing with field test. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码：52 / 63
页数：12
相关论文
共 20 条
  • [1] The influence of pre-failure soil stiffness on the numerical analysis of tunnel construction
    Addenbrooke, T. I.
    Potts, D. M.
    Puzrin, A. M.
    [J]. GEOTECHNIQUE, 1997, 47 (03): : 693 - 712
  • [2] Physical Simulation on Failure around a Circular Cavern in Hard and Brittle Rock under High and Increasing Natural Stress Conditions
    Chen, Luwang
    Bai, Shiwei
    Yin, Xiaoxi
    [J]. JOURNAL OF ENGINEERING MECHANICS, 2014, 140 (02) : 332 - 344
  • [3] Analysis of circular hole expansion with generalized yield criteria
    Cohen, Tal
    Masri, Rami
    Durban, David
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2009, 46 (20) : 3643 - 3650
  • [4] Numerical modelling of three-dimension stress rotation ahead of an advancing tunnel face
    Eberhardt, E
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2001, 38 (04) : 499 - 518
  • [5] Analytical solutions for collapse mechanisms in tunnels with arbitrary cross sections
    Fraldi, M.
    Guarracino, F.
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2010, 47 (02) : 216 - 223
  • [6] Gu J.C., 1998, MECH DESIGN METHOD P, P76
  • [7] He M., 2004, SUPPORT DESIGN CONST
  • [8] The effect of weak interlayer on the failure pattern of rock mass around tunnel - Scaled model tests and numerical analysis
    Huang, Feng
    Zhu, Hehua
    Xu, Qianwei
    Cai, Yongchang
    Zhuang, Xiaoying
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2013, 35 : 207 - 218
  • [9] Numerical methods in rock mechanics
    Jing, L
    Hudson, JA
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2002, 39 (04) : 409 - 427
  • [10] [李术才 Li Shucai], 2012, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V31, P656
12