NUMERICAL INVESTIGATION ON BEARING CAPACITY OF A PIPELINE ON CLAYEY SOILS
Zhao B; Gao FP(高福平); Kang RY; Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Hydrodynam & Ocean Engn, Beijing, Peoples R China.
会议录名称PROCEEDINGS OF THE ASME 29TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING 2010, VOL 5, PTS A AND B
2010
会议名称29th ASME International Conference on Ocean, Offshore and Arctic Engineering
会议日期JUN 06-11, 2010
会议地点Shanghai, PEOPLES R CHINA
摘要The bearing capacity of a pipeline foundation is crucial for the pipeline stability design. It is usually inappropriate to analyze the bearing capacity for the pipeline with special circular section directly by employing the theory for conventional rectangular strip footings. In this study, the ultimate loads of the pipeline on clayey soils are investigated numerically. A plane-strain finite element model is proposed to simulate the quasi-static process of the pipeline penetrating into the soil, in which the adaptive-grid technique and the 'contact-pair' algorithm are employed, and the Drucker-Prager constitutive model is used for modeling the soil plasticity. Based on the proposed numerical model, the development of soil plastic zone and the incremental-displacement vector field beneath the pipeline are examined numerically. It is indicated that, according to the obtained pipeline vertical load-displacement curves, concurrently referring to the plastic strain field and/or the soil incremental-displacement vector field, the shear failure type (e.g., general shear failure, punching shear failure) and the collapse loads can be thereby determined. The present numerical results match well with the analytical solutions of slip-line theory in plasticity mechanics.
WOS记录号WOS:000290706200028
ISBN号978-0-7918-4913-2
收录类别CPCI-S ; EI
语种英语
引用统计
被引频次:3[WOS]   [WOS记录]     [WOS相关记录]
文献类型会议论文
条目标识符http://dspace.imech.ac.cn/handle/311007/58877
专题水动力学与海洋工程重点实验室(2009-2011)
通讯作者Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Hydrodynam & Ocean Engn, Beijing, Peoples R China.
推荐引用方式
GB/T 7714
Zhao B,Gao FP,Kang RY,et al. NUMERICAL INVESTIGATION ON BEARING CAPACITY OF A PIPELINE ON CLAYEY SOILS[C]PROCEEDINGS OF THE ASME 29TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING 2010, VOL 5, PTS A AND B,2010.
条目包含的文件
文件名称/大小 文献类型 版本类型 开放类型 使用许可
CPCI-Add026.pdf(369KB)会议论文 开放获取CC BY-NC-SA浏览 请求全文
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
Lanfanshu学术
Lanfanshu学术中相似的文章
[Zhao B]的文章
[Gao FP(高福平)]的文章
[Kang RY]的文章
百度学术
百度学术中相似的文章
[Zhao B]的文章
[Gao FP(高福平)]的文章
[Kang RY]的文章
必应学术
必应学术中相似的文章
[Zhao B]的文章
[Gao FP(高福平)]的文章
[Kang RY]的文章
相关权益政策
暂无数据
收藏/分享
文件名: CPCI-Add026.pdf
格式: Adobe PDF
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。