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The determination of reasonable plate's slope on push-extend multi-under-reamed pile

机译:推扩多底扩桩合理板坡度的确定

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The paper analyzes the elasticity-plasticity of the push-extend multi-under-reamed pile in use of finite element method theory by ANSYS. lt takes three common slopes of push-extend multi-under-reamed piles to study the regularity, which are in the same environment and dimension except for slope. It introduces the realative theory to make the anlysis much more accuracy. The regularity is analyzed which is taken by the software of ANSYS to summarize and can get the reasonable plate's slope to analyze the bearing capacity of push-extend multi-under-reamed pile precisely.
机译:运用ANSYS有限元方法理论,对推扩多欠扩孔桩的弹塑性进行了分析。以推-扩多重欠扩底桩的三种常见斜率来研究其规律性,除了斜率外,它们在相同的环境和尺寸下都是相同的。它引入了现实的理论来使分析更加准确。分析其规律性,并通过ANSYS软件进行归纳总结,得出合理的板坡度,以精确地分析推扩多欠扩底桩的承载力。

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