摘要
浅埋偏压小净距隧道结构特殊,两主洞同时施工时掌子面间距的合理选择对隧道稳定性尤为重要。以延崇高速公路头炮隧道为背景,通过ANSYS及FLAC3D软件建立隧道模型并进行数值模拟,采用了双侧壁导坑法先开挖深埋侧隧道的基础上,将规范中建议的小净距隧道施工时掌子面间距为1~2倍洞径的范围细化为4种不同工况,从隧道上部边坡位移、围岩位移及应力、初衬变形及应力、塑性区体积及锚杆受力等方面进行隧道稳定性的分析,最终得到两主洞掌子面保持2倍洞径时施工隧道稳定性最好,可为本工程及相似工程提供参考。
Due to the special structure of shallow buried bias tunnel with small span,it is particularly important for the stability of the tunnel to choose reasonable distance of tunnel faces when two main tunnels constructing at the same time.Based on TouPao tunnel on YanQing-ChongLi highway,use ANSYS and FLAC3D to establish the model and take numeri⁃cal simulation after make sure the tunnel uses both side heading method and deep buried side excavates first,put the dis⁃tance that 1~2 times of hole diameter range between two tunnel faces of excavation of shallow buried bias tunnel with small span which the standard suggested into 4 situations,analyze the stability of tunnel from displacement of upper slope,displacement and stress of surrounding rock and tunnel lining,volume of plastic zone and stress of bolts,finally it is best for the stability of tunnel to choose 2 times of hole diameter.
作者
赵阳
徐东强
ZHAO Yang;XU Dongqiang(School of Civil Engineering and Transportation,Hebei University of Technology,Tianjin 300401,China)
出处
《河北工业大学学报》
CAS
2021年第1期81-91,共11页
Journal of Hebei University of Technology
基金
河北省科技支撑计划项目(16273809)。
关键词
浅埋偏压小净距隧道
数值模拟
掌子面间距
稳定性
shallow buried bias tunnel with small span
numerical simulation
distance of tunnel faces
stability
