摘要
采用理论分析模型与计算机数值模拟相结合技术,对Ⅴ、Ⅳ类围岩条件下的大断面小净距隧道进行隧道拱顶下沉、地表沉降、中间岩柱位移及围岩稳定性的对比,分析中间岩柱加固方法,为工程设计和施工提供参考和指导。
By-combining the theoretical analysis and computer simulation technology, and coMParing the archtop settlement, surface subsidence and middle rock pillar displacement of a large section shallow neighborhood tunnel under the condition of class Ⅴ and cIass Ⅳ, the method of middle pillar reinforcement was analyzed in this paper. It Provided reference for the design and construction guidance.
出处
《福建建设科技》
2007年第6期42-45,共4页
Fujian Construction Science & Technology
关键词
大断面小净距隧道
有限元
数值模拟
中间岩柱加固
large section neighborhood -tunnel
finite element
numerical simulation
middle pillar reinforcement