Numerical Study of Shotcrete as Rock Support on Irregular Tunnel Surfaces

被引:0
作者
Ansell, Anders [1 ]
机构
[1] KTH Royal Inst Technol, Div Concrete Struct, SE-10044 Stockholm, Sweden
来源
NORDIC CONCRETE RESEARCH | 2011年 / 43卷 / 01期
关键词
Shotcrete; Tunnel; Irregular geometry; Finite element model; Non-linear materials;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Effective rock support in tunnels often depends on the performance of load carrying shotcrete systems. Tunnels and underground openings in hard rock are often constructed with arch-shaped ceilings and complicated three dimensional geometries arise at intersections and crossings. This is further complicated due to the often irregular shape of the rock walls and the uneven shotcrete thickness. The project will deal with the interaction between rock and reinforcement consisting of shotcrete and rock bolts, including variations in rock geometries, shotcrete thickness and material compositions. The objective is to obtain an understanding of the behaviour of shotcrete as a construction material, from spraying until possible failure.
引用
收藏
页码:225 / 228
页数:4
相关论文
共 4 条
  • [1] Ansell A., 2009, 3D MODELLING INTERAC
  • [2] Ansell A., 2004, 20040120 PM
  • [3] Fotieva N. N., 1996, P 2 INT S SPRAYED CO
  • [4] Nilsson U., 2004, THESIS