节点文献

海洋工程中桩基水平向承载力可靠指标的影响因素分析

Reliability Analysis on Laterally Loaded Pile Foundation of Ocean Structure

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 徐余刘润闫澍旺

【Author】 XU Yu, LIU Run, YAN Shu wang (School of Civil Engineering, Tianjin University,Tianjin,300072)

【机构】 天津大学建工学院天津大学建工学院 天津300072天津300072天津300072

【摘要】 桩基础水平向承载力的计算是海洋工程中桩基设计的重要组成部分。论文在搜集了大量平台建设资料的基础上 ,以现有的桩基水平向承载力的设计计算方法为依据 ,进行了水平向承载力的可靠度研究。对影响可靠指标的各个因素进行了灵敏度分析。

【Abstract】 The reliability theory has been widely used in ocean engineering. With the rapid development of oil fields in Bohai gulf, the so called Load and Resistance Factor Design Method (LRFD) for platform foundation design will be adopted in China and worldwide, which is on the basis of the reliability approach. The pile foundations have to sustain random lateral forces induced by wine and wave. At the same time, the lateral bearing capacity of piles relay on the soil properties, which usually possess great uncertainty. Base on an established database of geological properties of subsoil , a procedure for risk analysis on lateral loaded piles of ocean structures foundation is presented. The stability of some existing platform pile foundations has been analyzed by performing the proposed approach. The reliability analyses show that when the variation of the load increases, the partial factors of the load will increase. On the other hand, when the variation of soil strength increases, its partial factor will decrease.

【基金】 国家自然科学基金资助项目 ( 50 3 790 3 4)
  • 【分类号】TE952
  • 【被引频次】5
  • 【下载频次】237
节点文献中: 

本文链接的文献网络图示:

本文的引文网络