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
Numerical Simulation Study on the Response Law of Pressure Arch Height of Deep-buried Tunnel Under Seismic Dynamic Load
1-松动区；2，3-承载区；4-原岩应力区；r0为隧道半径；σT为切向应力；σθ为径向应力；σ0为原岩应力
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 |
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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3 弹塑性围岩应力分布图 1-松动区；2，3-承载区；4-原岩应力区；r0为隧道半径；σT为切向应力；σθ为径向应力；σ0为原岩应力 |
| Fig.3 Distribution map of elastic-plastic surrounding rock stress |
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