如果可以，我将超薄衬砌的新版本，并尝试做没有它！
If I can, I will be slim lining the new version and trying to do without it!
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.
通过计算，表明节理的存在，使隧道衬砌的变形和受力状况恶化。
The results of calculation show that the joint has reverse effect on deformation and loading condition of tunnel lining.
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