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海上桶形基础平台负压沉贯渗流场有限元分析
引用本文:张士华,杨树耕.海上桶形基础平台负压沉贯渗流场有限元分析[J].海洋科学进展,2000,18(4):18-23.
作者姓名:张士华  杨树耕
作者单位:1. 青岛海洋大学,海洋环境学院,山东,青岛,266003
2. 天津大学,海洋工程系,天津,300072
基金项目:国家科技攻关项目,863-820-10-01,
摘    要:讨论了浅海桶形基础平台负压沉贯渗流场有限元分析方法.通过模型实验结果与有限元分析结果的对比,验证有限元法的可靠性.将有限元法用于桶形基础平台负压沉贯渗流场的计算,得到沉贯过程中许用负压随插深的变化,用于指导平台就位施工时的负压控制.不同插深时,相应许用负压下的桶内、外壁渗流水头和水头梯度分布的计算结果,用于沉贯阻力的计算.

关 键 词:桶形基础  渗流场  有限元法
修稿时间:2000-05-28

Finite Element Analysis of Offshore Bucket Foundation Platform Suction Penetration Seepage Field
ZHANG Shi-hua,YANG Shu-geng.Finite Element Analysis of Offshore Bucket Foundation Platform Suction Penetration Seepage Field[J].Advances in Marine Science,2000,18(4):18-23.
Authors:ZHANG Shi-hua  YANG Shu-geng
Abstract:Finite element method of offshore bucket foundation platform suction penetration seepage field is discussed in this paper. The reliability of this method has been proved by comparison between the results of model test and finite element analysis model. The method is applied to the computation of the seepage field. The computed results give the allowable suction pressure varying with the penetration depth, which can be used for guiding the suction pressure control of the platform installation. The results also give the seepage water head and water head gradient on both sides of the bucket wall corresponding to the allowable suction pressure, which can be used for the computation of the penetration resistance.
Keywords:bucket foundation  seepage field  finite element method
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