澧河段梁式渡槽桩承载力极限状态可靠度分析
Reliability analyses on pile bearing capacity of the girder flume in Li River
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摘要: 分析了澧河段梁式渡槽桩基础的破坏模式,建立了相应的功能函数,计算得出混凝土单桩的可靠指标。最后,把桩和地基土作为整体,运用随机有限元法计算了校核工况下桩基础的可靠指标。Abstract: The failure models of the pile foundation of the girder flume in the Li River are analyzed, the corresponding functional functions are established, and the reliability index of a single concrete pile is calculated. Finally, considering the piles and foundation soil as a whole, the reliability index of the pile foundation with check working conditions is calculated by using the stochastic finite element method.