IMECH-IR  > 水动力学与海洋工程重点实验室(2009-2011)
Experimental study on the bearing capacity of suction caissons in saturated sand
Jiao BT(矫滨田); Lu XB(鲁晓兵); Zhao J(赵京); Wang AL(王爱兰); Shi ZM(时忠民); Zeng XH(曾晓辉); Jiao, B.
Source PublicationProceedings of the International Offshore and Polar Engineering Conference
Conference Name19th (2009) International OFFSHORE AND POLAR ENGINEERING CONFERENCE
Conference DateJune 21, 2009 - June 26, 2009
Conference PlaceOsaka, Japan
AbstractThe static bearing capacity of suction caisson with single- or four-caissons is studied by experiments in saturated sand foundation. The characteristics of bearing capacity under vertical and horizontal load are obtained experimentally. The effects of load direction on the bearing capacity of four-caisson foundation are studied under horizontal load. The comparison of the bearing capacity of single-caisson and four-caisson foundation, the sealed condition of caisson's top and load velocity ratio are analyzed. Copyright © 2009 by The International Society of Offshore and Polar Engineers (ISOPE).
KeywordCaisson Foundations Experimental Studies Horizontal Loads Load Direction Saturated Sand Suction Caisson Velocity Ratio
Indexed ByEI
Document Type会议论文
Corresponding AuthorJiao, B.
Recommended Citation
GB/T 7714
Jiao BT,Lu XB,Zhao J,et al. Experimental study on the bearing capacity of suction caissons in saturated sand[C]Proceedings of the International Offshore and Polar Engineering Conference,2009.
Files in This Item: Download All
File Name/Size DocType Version Access License
Ca2009-065.pdf(867KB)会议论文 开放获取CC BY-NC-SAView Download
Related Services
Recommend this item
Usage statistics
Export to Endnote
Google Scholar
Similar articles in Google Scholar
[矫滨田]'s Articles
[鲁晓兵]'s Articles
[赵京]'s Articles
Baidu academic
Similar articles in Baidu academic
[矫滨田]'s Articles
[鲁晓兵]'s Articles
[赵京]'s Articles
Bing Scholar
Similar articles in Bing Scholar
[矫滨田]'s Articles
[鲁晓兵]'s Articles
[赵京]'s Articles
Terms of Use
No data!
Social Bookmark/Share
File name: Ca2009-065.pdf
Format: Adobe PDF

Items in the repository are protected by copyright, with all rights reserved, unless otherwise indicated.