研究了不均匀岩土介质中隧洞衬砌的波动响应。
Wave motion response of tunnel lining embedded in unbounded nonuniform soil medium is studied.
文中还给出了有衬砌的地下岩洞动力计算方法。
The formulae for dynamic calculations of underground rock cavity with liner are also given here.
最后，将地下衬砌的变几何与不变几何的应力分析结果作了比较。
Lastly, the stress analyses of geometrically altered and not altered underground structures are compared.
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