LIMIT STATE SLAB-ON-MOUND MODEL

Frank Van der Woude

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LIMIT STATE SLAB-ON-MOUND MODEL

机译：极限状态平面模型

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The interactive performance of a slab on moisture reactive soil is conveniently described as a function of soil surface movement, as illustrated in Figure 1. If one assumes soil is a linearly elastic material, the performance graphs are straight lines within a calculable range of surface movement. This is true regardless of whether the slab behaves in a linearly elastic manner or not. The end points of the straight-line portions of performance graphs are at surface movements where the soil just starts to separate from the slab. The shape of performance graphs outside the straight-line portions depends upon what further assumptions are made about the structural behaviour of the slab. References 1 and 2 present the interactive performance model for a linearly elastic beam on moisture reactive soil. Reference 3 extends the beam model to the ultimate bending moment limit state. This presentation introduces the ultimate bending moment limit state model for a rectangular slab on reactive soil. All models assume soil is linearly elastic.

机译：如图1所示，一块板在水分反应性土壤上的交互性能通常被描述为土壤表面运动的函数。如果假设土壤是线性弹性材料，则性能图是在可计算的表面运动范围内的直线。无论平板是否以线性弹性方式运行，都是如此。性能图的直线部分的端点位于土壤刚开始从板分离的表面运动处。直线部分之外的性能曲线图的形状取决于对平板的结构行为作进一步的假设。参考文献1和2给出了在湿气反应性土壤上线性弹性梁的相互作用性能模型。参考3将梁模型扩展到极限弯矩极限状态。本演示介绍了矩形板在反应性土壤上的极限弯矩极限状态模型。所有模型都假定土壤是线性弹性的。

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《Australian Geomechanics》 |2004年第4期|共5页
作者
Frank Van der Woude;
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中图分类地质力学;
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机译：极限状态平面模型
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LIMIT STATE SLAB-ON-MOUND MODEL

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