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Title:
Research on Bearing Capacity Calculation Method of Large Diameter Cylinder in Soft Clay
Author: Wu MX(吴梦喜)
Issued Date: 2004-09-05
Conference Name: Sixth World Congress on Computational Mechanics in Conjunction with the Second Asian-Pacific Congress on Computational Mechanics, Sept. 5-10, 2004, Beijing, China
Abstract: 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.
Subject: 力学
Corresponding Author: 吴梦喜
Source: Proceedings of the Sixth World Congress on Computational Mechanics in Conjunction with the Second Asian-Pacific Congress on Computational Mechanics,2004,pp529-535
Content Type: 会议论文
URI: http://dspace.imech.ac.cn/handle/311007/13939
Appears in Collections:力学所知识产出(1956-2008)_会议论文

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Recommended Citation:
Wu MX. Research on Bearing Capacity Calculation Method of Large Diameter Cylinder in Soft Clay[C]. 见:Sixth World Congress on Computational Mechanics in Conjunction with the Second Asian-Pacific Congress on Computational Mechanics, Sept. 5-10, 2004, Beijing, China
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