摘要
针对芙蓉山隧道具有浅埋、大跨度的特点,通过大量的地表沉降现场监测,绘出其全过程曲线以及各测点变形量随时间变化曲线,验证了地表控制隧道洞口稳定性的重要性;并通过对不同变化曲线进行分析,对隧道洞体的稳定性进行预判,指导施工。
According to such the characteristics as shallow embedment and large span of Furongshan tunnel and through a large number of monitors for the ground surface settlement, its entire process curves and the deformation curves changed with time at the measured points are drawn out. The importance of the ground surface in controlling the stability of the tunnel entrance is verified. And through the analysis of different curves, the stability of the tunnel body is pre-judged in order to guide the construction.
出处
《水利与建筑工程学报》
2008年第3期93-94,112,共3页
Journal of Water Resources and Architectural Engineering
关键词
浅埋
大跨度隧道
地表沉降
隧道稳定
全过程曲线
shallow
large span tunnel
ground surface settlement
tunnel stability
entire process curve