本文通过某工程实例的计算，充分表达了新规范中墙梁计算的原理与方法。
The principle and method of the wall beam calculation in the new norm is explained fully in this paper through calculation of some work example.
结果表明：不管采用哪一种施工顺序，中墙均受偏压荷载的作用并向埋深较浅侧倾斜。
The result shows that on matter which construction order is adopted, the midwall will always slant to the side of shallower depth of cover.
介绍了在黄土地区双连拱隧道中墙的选择及施工过程，并分析了如何加强对中墙的监控量测等。
The paper introduced the choice and construction process of loess multi-arch tunnel middle wall, analyzed monitoring and measurement of strengthening the middle wall for reference.
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