The numerical study of the stability of roadway seeping in the roof

被引:0
作者
Liu, Fengzhen [1 ]
Qiao, Weiguo [2 ]
机构
[1] Shandong Univ Sci & Technol, Qingdao, Shandong, Peoples R China
[2] Lab Civil Engn & Disaster Prevent & Mitig, Qingdao, Shandong, Peoples R China
来源
SUSTAINABLE ENVIRONMENT AND TRANSPORTATION, PTS 1-4 | 2012年 / 178-181卷
基金
中国国家自然科学基金;
关键词
seepage; solid-fluid coupling; pore pressure;
D O I
10.4028/www.scientific.net/AMM.178-181.1293
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Seepage in the roof is one of main reasons resulting softening rock and roadway deformation, in order to make sure about the influence of seepage on the roadway stability, we established corresponding models by using numerical simulation software, and analyzed the stress distribution, the deformation of surrounding rock, and the distribution range and shape of the plastic zone, the results show that water is one of the key factors to influence the stability of roadway, seepage makes the strength of surrounding rock sharply reduce, and the roof, two ribs and floor appear serious deformation.
引用
收藏
页码:1293 / +
页数:2
相关论文
共 50 条
  • [31] A large permeameter for study of internal stability in cohesionless soils
    Moffat, Ricardo A.
    Fannin, R. Jonathan
    GEOTECHNICAL TESTING JOURNAL, 2006, 29 (04): : 273 - 279
  • [32] A practical method for considering soil strain softening effect in the tunnel face stability analysis by numerical modeling
    Sun, Minghui
    Yan, Qixiang
    Zhang, Junchen
    Wang, Erli
    Yao, Chaofan
    Wang, Xinqiang
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2022, 81 (11)
  • [33] Numerical Study: Influences of Local Radial Consolidation for Soft Clay
    Zhou, Yang
    Khoteja, Dibangar
    Xu, Fang
    SOIL MECHANICS AND FOUNDATION ENGINEERING, 2019, 56 (03) : 157 - 163
  • [34] Coupled Numerical and Analytical Stability Analysis Charts for an Earth-Fill Dam under Rapid Drawdown Conditions
    Azadi, Ali
    Esmatkhah Irani, Arash
    Azarafza, Mohammad
    Hajialilue Bonab, Masoud
    Sarand, Fariba Behrooz
    Derakhshani, Reza
    APPLIED SCIENCES-BASEL, 2022, 12 (09):
  • [35] Three-dimensional stability analysis of unsaturated slopes under variable rainfall conditions using a numerical method
    Nian, Gengqian
    Chen, Zhonghui
    Zhang, Lingfei
    Bao, Min
    Zhou, Zihan
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2023, 82 (02)
  • [36] Numerical study of heat and moisture transport through concrete at elevated temperatures
    Arul Peter
    Krishnan Murugesan
    UmeshKumar Sharma
    Puneet Arora
    Journal of Mechanical Science and Technology, 2014, 28 : 1967 - 1977
  • [37] Experimental and numerical study on the impact of strain rate on failure characteristics of shales
    Al-Bazali, Talal
    Zhang, Jianguo
    Chenevert, M. E.
    Sharma, M. M.
    JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING, 2008, 60 (3-4) : 194 - 204
  • [38] Numerical study of heat and moisture transport through concrete at elevated temperatures
    Peter, Arul
    Murugesan, Krishnan
    Sharma, UmeshKumar
    Arora, Puneet
    JOURNAL OF MECHANICAL SCIENCE AND TECHNOLOGY, 2014, 28 (05) : 1967 - 1977
  • [39] Numerical analyses for three-dimensional face stability of circular tunnels in purely cohesive soils with linearly increasing strength
    Huang, Bing
    Yu, Daidai
    Zhao, Yinting
    Zhu, Junfeng
    SCIENTIFIC REPORTS, 2024, 14 (01)
  • [40] Numerical investigation on the effect of variation of water level on the stability of soil-cement column reinforced waterway side slope
    Yan, Li'e
    Yi, Nianping
    Zhang, Xingui
    Xu, Shengcai
    INTERNATIONAL JOURNAL OF HEAT AND TECHNOLOGY, 2018, 36 (01) : 344 - 352