文章详细信息 关键词： 移动环形荷载;;衬砌隧洞;;饱和土;;傅立叶变换;;动力响应 [gap=1342]Keywords: moving ring load;lining tunnel;saturated soil;Fourier transformation;dynamic response
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近年来，在我国有采用预应力锚索混凝土衬砌隧洞的趋势。
Recently, there is a tendency to use pre-stressed anchorage-cable concrete to line tunnel.
实践证明，运用透水衬砌隧洞的原理进行设计和分析是可行的，合理的。
The practice showed that the application of the principles of pervious lining tunnel to the design and analysis is feasible and reasonable.
主要进行了有限元法高压透水衬砌隧洞和边界元法高压透水衬砌隧洞的比较分析。
The comparison and analysis on the finite element method and the boundary element method of high-pressure pervious lining tunnel have been conducted.
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