地震动荷载下深埋巷道压力拱高度响应规律的数值模拟研究
谢学斌,高山,过江,叶永飞

Numerical Simulation Study on the Response Law of Pressure Arch Height of Deep-buried Tunnel Under Seismic Dynamic Load
Xuebin XIE,Shan GAO,Jiang GUO,Yongfei YE
图10 围岩等级对压力拱高度的影响(A=0.15g,g为重力加速度)
Fig.10 Influence of surrounding rock classification on pressure arch height(A=0.15g,g is the acceleration of gravity)