Mechanical behavior of lining structure is analyzed under 10 different conditions that high water pressure suddenly effluent water upon 8 different parts of tunnel section with FEM numerical model.
用有限元数值模型,分析隧道断面上8个不同位置10种不同水压突水条件下衬砌结构的受力特征。
Landslide is the scope of geomechanics, the establishment of an appropriate model of the mechanical structure, the theoretical stress and strain analysis.
滑坡属于地质力学的范畴,建立适当的力学结构模型,进行理论上的应力应变分析。
The dynamic feature of the model satisfies both the needs of the presentation of mechanical structure with many abstract levels and the design thinking pattern.
该模型所具有的动态性使其既满足多抽象层次表示机械结构的需要,又符合设计思维的要求。
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