IMECH-IR  > 力学所知识产出(1956-2008)
Research on Bearing Capacity Calculation Method of Large Diameter Cylinder in Soft Clay
Wu MX(吴梦喜)
2004-09-05
会议名称Sixth World Congress on Computational Mechanics in Conjunction with the Second Asian-Pacific Congress on Computational Mechanics, Sept. 5-10, 2004, Beijing, China
会议录名称Proceedings of the Sixth World Congress on Computational Mechanics in Conjunction with the Second Asian-Pacific Congress on Computational Mechanics,2004,pp529-535
摘要A large diameter cylinder inserted in soils is a new type of engineering structures used in offshore and port engineering. The mechanism of its bearing capacity and the analysis of its stability are important to its design and applications. In this paper, the finite element method is used to analyze the reacting forces of the soft soil foundation on the structure under the wave action. A simplified method is proposed, based on the plastic limit method, for the safety and stability analysis. Our analysis shows that the assumptions made in this paper and the mechanism used are reasonable, and the results obtained are appropriate. The calculation method is very efficient and can be used to evaluate main parameters of the structure in its preliminary designs.
文献类型会议论文
条目标识符http://dspace.imech.ac.cn/handle/311007/13939
专题力学所知识产出(1956-2008)
通讯作者Wu MX(吴梦喜)
推荐引用方式
GB/T 7714
Wu MX. Research on Bearing Capacity Calculation Method of Large Diameter Cylinder in Soft Clay[C],2004.
条目包含的文件 下载所有文件
文件名称/大小 文献类型 版本类型 开放类型 使用许可
M-529_WuMX.pdf(105KB) 开放获取--浏览 下载
个性服务
推荐该条目
保存到收藏夹
查看访问统计
导出为Endnote文件
谷歌学术
谷歌学术中相似的文章
[吴梦喜]的文章
百度学术
百度学术中相似的文章
[吴梦喜]的文章
必应学术
必应学术中相似的文章
[吴梦喜]的文章
相关权益政策
暂无数据
收藏/分享
文件名: M-529_WuMX.pdf
格式: Adobe PDF
此文件暂不支持浏览
所有评论 (0)
暂无评论
 

除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。