Research on modeling method for freezing tunnel with fractured surrounding rock

被引:0
|
作者
Kang, Yongshui [1 ]
Liu, Quansheng [1 ]
Shi, Kai [1 ]
Liu, Xiaoyan [2 ]
机构
[1] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China
[2] Wuhan Univ, Sch Civil Engn & Architecture, Minist Educ, Key Lab Rock Mech Hydraul Struct Engn, Wuhan 430072, Hubei, Peoples R China
基金
中国国家自然科学基金;
关键词
Freezing rock Fracture; Phase transition; Converting procedure;
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
The modeling method for freezing tunnel with fractured surrounding rock is discussed. Frost weathering of rock in cold regions poses serious threat to the stability of geotechnical engineering. Fracture in the freezing rock plays an important role in the mechanical features of the rock mass. However, most of the previous study on freezing rock considered the rock as continuous media, in which the effects of fracture are not reflected sufficiently. This paper overcomes the above mentioned insufficient and considers the fracture as an important factor while modeling. The model of frost fracture is built by AutoCAD and then transferred into ANSYS for meshing, and finally imported into FLAC3D for calculating by converting procedure. The method of equivalent coefficient of thermal expansion is used to simulate the expansion of water while freezing. The stress and thermal fields after some steps of calculation are ultimately simulated and the influence of fractures is reflected in the results.
引用
收藏
页码:300 / 302
页数:3
相关论文
共 50 条
  • [21] Deformation characteristics and control method of tunnel with weak surrounding rock
    Li, Pengfei
    Zhao, Yong
    Liu, Jianyou
    Zhongguo Tiedao Kexue/China Railway Science, 2014, 35 (05): : 55 - 61
  • [22] Predicting Method of Surrounding Rock Deformation of Tunnel and Study on Safety
    Xiao Linping
    Li Yongshu
    PROGRESS IN SAFETY SCIENCE AND TECHNOLOGY, VOL. VIII, PTS A AND B, 2010, 8 : 2236 - 2240
  • [23] SURROUNDING ROCK PRESSURE OF SHALLOW TUNNEL IN ROCK
    Wang, Yunlong
    Tan, Zhongsheng
    NEW TECHNOLOGIES OF RAILWAY ENGINEERING, 2012, : 905 - 908
  • [24] Research on the prediction of fractured zone of the tunnel in soft and weak rock mass
    Qiao, CS
    COMPUTER METHODS AND ADVANCES IN GEOMECHANICS, VOL 2, 1997, : 1407 - 1412
  • [25] Evaluation method for the intactness of tunnel face surrounding rock based on tunnel face images
    Yang, Gang
    Li, Tianbin
    Tang, Hao
    Xing, Dongwei
    Hu, Yao
    Li, Shisen
    QUARTERLY JOURNAL OF ENGINEERING GEOLOGY AND HYDROGEOLOGY, 2024, 57 (03)
  • [26] Measurement and Research on Broken Zone of Surrounding Rock in Cha Zhen Tunnel
    Rui, Wang
    Yan, Liang
    Qin Wei
    ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING IV, 2014, 580-583 : 1321 - +
  • [27] The research on the methodology of weighted average evaluation for surrounding rock stability of tunnel
    Zhang Zhao-qian
    Xu Ming-de
    Liu Quan-sheng
    ROCK AND SOIL MECHANICS, 2009, 30 (11) : 3464 - 3468
  • [28] Research on the Stability and Failure Mechanism of Horizontal Layered Surrounding Rock Tunnel
    水平层状围岩隧道稳定性及破坏机理研究
    Tu, Han, 2018, Editorial Department of Journal of Railway Engineering Society, China (35)
  • [29] Research on Deformation Behaviour of Soft Surrounding Rock Tunnel During Construction
    Li Wenjiang
    Gao Xinqiang
    Sun Minglei
    CEIT 2012: 2012 INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING AND INFORMATION TECHNOLOGY, 2012, : 118 - 124
  • [30] Test research on compression modulus of sandy soil tunnel surrounding rock
    Wang Yu-suo
    Wang Ming-nian
    Tong Jian-jun
    Wei Long-hai
    ROCK AND SOIL MECHANICS, 2008, 29 (06) : 1607 - +