论文部分内容阅读
本文结合工程措施,利用极限平衡法,针对元堡山隧道雅安端洞口仰坡为冰水沉积区,且地震烈度为Ⅷ度的具体情况,分析了其仰坡的稳定性,并提出了完善相关防护设计的建议,对高烈度区域公路边坡设计具有参考借鉴作用。
Based on the engineering measures and the limit equilibrium method, this paper analyzes the stability of the slope on the backside of Ya’An Mountain Tunnel, and the seismic intensity is VIII degree. The suggestions of protective design have reference and reference for the design of highway slopes with high intensity.