The induced bending moment may lead to destructibility of the pipeline.
弯矩的线的破坏。
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Then, the bending moment M and the shearing force are 0 at both ends, and they are determined, respectively, as follows: By solving (1)–(3), the external load q(x) at the existing tunnel position caused by the surcharge can be obtained.
然后,两端弯矩 M 和剪
均为 0,分别确定如
:通过求解 (1)–(3),可以得到由附加物引起
现有隧道位置
外
载荷 q(x)。