摘要
国内外燕尾式隧道的修建起步较晚,相应的技术难度较大,缺少施工经验和技术标准。利用大型有限元软件对新建向莆铁路戴云山隧道燕尾段工程开挖进行了仿真模拟,通过对围岩应力场、位移场和支护体系受力特点的分析研究,指出大跨段拱顶下沉和拱底回弹较大,连拱段中墙上方岩体最为脆弱、中墙偏移、墙身偏压、墙底受拉,小净距段中夹岩柱承受压力较大。针对上述问题,提出了相应的施工建议与对策,对燕尾段现场施工具有一定的指导意义。
The building of the swallow-tailed tunnel is little at the present, which leads to the lack of con- struction experience and technical specification. The process of the swallow-tailed tunnel excavation is simulated by employing numerical method in the article. According to the result of the surrounding rock stress, the dis- placement and the stress of primary support system, the larger vault subsidence and bottom rebound in the large- span tunnel, the vulnerability of the rock above the middle wall, the shifting sion of the wall and the tension under the wall in the double-arched tunnel shared rock in the neighborhood tunnel, the measures corresponding to the forwards, which can make a reference for constructing swallow-tailed of the wall, the eccentric compres- , and the high press stress of the above mentioned problems are put
出处
《石家庄铁道大学学报（自然科学版）》
2013年第4期38-42,共5页
Journal of Shijiazhuang Tiedao University(Natural Science Edition)
关键词
燕尾式隧道
数值模拟
断层破碎带
施工对策
swallow-tailed tunnel
numerical simulation
fault fracture zone
construction countermeasures
