| 基桩轴向承载能力的可靠性分析 |
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| 引用本文： | 涂建平.基桩轴向承载能力的可靠性分析[J].路基工程,2010,0(1):118-120. |
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| 作者姓名： | 涂建平 |
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| 作者单位： | 江西交通职业技术学院, 南昌 330013 |
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| 摘 要： | 基桩轴向承载能力及安全概率的确定采用可靠性分析方法是恰当的,它具有可预知桩所具有的可靠度(安全概率)和可按工程的重要性取用相应的可靠性指标进行设计和验算的优点。文章对基桩轴向承载能力的可靠性分析方法作了探讨并作了相关算例。
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| 关 键 词： | 当量正态分布 改进的一次二阶矩方法 JC方法 |
| 收稿时间： | 2019-11-08 |
Analysis on Reliability of Axial Bearing Capacity of Foundation Pile |
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| Authors: | TU Jian-ping |
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| Institution: | Jiangxi Communication Polytechnic College/a>;Nanchang 330013/a>;China |
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| Abstract: | It is proper to determine axial bearing capacity and safety probability of foundation pile with reliability analysis method,which has the advantages of reliability(safety probability) of foreseeable pile and can take the corresponding reliability index for design and checking according to the importance of engineering.This paper explores the analysis method for reliability of axial bearing capacity of foundation pile and gives re-levant calculation examples. |
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| Keywords: | equivalence normal distribution improved linear first-order second-moment method JC method |
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