Especially analysing the distribution of vertical stress in ear wall and overladen stretching stress on the out side and a advice that it should be prevented riping of the concrete is bringed forward.
重点分析了耳墙应力分布规律,得出耳墙外侧拉应力较大的结论,设计施工时应防止耳墙外侧混凝土发生拉裂破坏。
参考来源 - 复杂条件下连拱隧道信息化施工及数值模拟研究·2,447,543篇论文数据，部分数据来源于NoteExpress
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