Reliability analysis of frame pier,s pile foundation based on Monte Carlo method
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    Abstract:

    Reliability is carried out on frame pier,s pile foundation based on Monte Carlo method and taking the moment effects the control condition. It is found that under combined effect of seven working conditions, the reliability index of each pile can basically meet the specification requirements. Although all bored piles′diameter is 1600mm, the reliability index of pile 1~4 is too large, thus it is suggested to optimize on the pile foundation .

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邹 智,王多银,石兴勇,易振友.基于蒙特卡洛法的框架码头桩基的可靠度分析[J].水运工程,2013,(12):177-182

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  • Online: December 17,2013
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