探讨了地表沉降、墙体侧向挠度对地下管线拉裂破坏的影响。
The effect of ground settlement and lateral deflection on damage of buried pipelines is studied.
在其他参数相同的情况下，侧向挠度随着偏心距或构件长度的增大而增大；
Under the condition that other factors are the same, lateral deflection increases as eccentricity or member height increases.
利用非线性有限元方法计算了深基坑开挖引起的地表沉降量与墙体侧向挠度。
The ground surface settlement and lateral deflection of retaining wall for deep excavations are calculated using nonlinear finite element method.
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