在围岩质量较差时，渗流效应对圆形洞室径向应力的影响比围岩质量较好时的影响大。

The influence of seepage effect on radial stress around circular opening is more significant in poor quality rock mass than in good quality rock mass.

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对于深埋圆形洞室地基可视为一个双向受压无限板孔应力集中问题，由此也得到其弹性理论解析解。

For deep burying cavern foundation, it is treated as a problem of infinite plate containing a hole, whose analytical solution can be obtained by using elasticity theory.

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然后给出30组以圆形为均值的随机数据，并以此为例对不规则边界洞室及夹塞区进行了一些初步研究。

Then, we gives 30 sets of random data whose average shape is circularity. Some pilot studies of arbitrary shape cavity and inclusion are done according to the data.

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本文根据粘弹性体的理论与复变函数理论给出了非圆形巷道(洞室等)的粘弹性解析解。

This paper gives an analytic solution of non-circle opening based on linear viscoelastic theories and theory of function of a complex variable.

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本文根据粘弹性体的理论与复变函数理论给出了非圆形巷道(洞室等)的粘弹性解析解。

This paper gives an analytic solution of non-circle opening based on linear viscoelastic theories and theory of function of a complex variable.

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