摘要
由于隧道受洞口立交及其上跨线的影响,使隧道洞口仰坡较高,因此,隧道仰坡的稳定,直接影响隧道进洞和隧道营运安全。介绍塘朗山隧道出口高仰坡在施工过程中变形的原因、仰坡的稳定性分析和采取的加固设计方案。
As influenced by tunnel opening interchange and overpass, the front slope of the tunnel opening is relatively high, therefore the stability of tunnel front slope is directly influencing safety of entering tunnel and in - tunnel driving. This paper introduces reason of deformation of high front slope at exist of Langtangshan tunnel during construction, it analyzes stability of the front slope and adopted reinforcement solution.
出处
《公路交通技术》
2006年第5期112-115,共4页
Technology of Highway and Transport
关键词
隧道
仰坡稳定
锚索加固
剩余下滑力
tunnel
Stability of front slope
anchor cable reinforcement
residual down sliding force