Ultimate bearing capacity of a pipeline on clayey soils: Slip-line field solution and FEM simulation
文献类型：期刊论文
| 作者 | Gao FP(高福平) ; Wang N(汪宁); Zhao B(赵波)
|
| 刊名 | OCEAN ENGINEERING
 |
| 出版日期 | 2013-11-15 |
| 卷号 | 73页码:159-167 |
| 通讯作者邮箱 | fpgao@imech.ac.cn |
| 关键词 | Collapse loads Slip-line field theory Plane-strain FEM Collapse loads Steel catenary riser Submarine pipeline |
| ISSN号 | 0029-8018 |
| 产权排序 | [Gao, Fuping; Wang, Ning; Zhao, Bo] Key Laboratory for Mechanics in Fluid Solid Coupling Systems, Institute of Mechanics, Chinese Academy of Sciences, Beijing100190, China; [Zhao, Bo] CNPC Offshore Engineering Company Limited, Beijing 100028, China |
| 通讯作者 | Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China |
| 合作状况 | 国内 |
| 中文摘要 | The ultimate bearing capacity of a cylindrical foundation (e.g. a submarine pipeline, circular mooring lines) on clayey soils is analyzed analytically and numerically by employing the slip-line field theory and the plane-strain finite element method respectively. A slip-line field solution is presented, taking into account of circular configuration of the pipe, the pipe embedment, and the pipe–soil interfacial cohesion. The derived bearing capacity factors for a smooth rigid pipe may limit to those for the conventional rectangle-shaped strip footing while the pipe embedment is approaching zero. A plane-strain finite element model is further proposed to simulate the quasi-static process of the pipeline penetrating into the clay soil, in which the contact-pair algorithm and adaptive meshing technique are employed, and the Drucker–Prager constitutive model is used for modeling the soil plasticity. Comparison indicates that the present numerical results match well with the derived slip-line solutions. According to the obtained vertical load–displacement curves, concurrently referring to the plastic strain field and the soil incremental-displacement vector field, the shear failure types and the corresponding collapse loads can be thereby determined for the pipeline foundations on clayey soils. |
| 学科主题 | 岩体力学和土力学; |
| 分类号 | 一类 |
| 收录类别 | SCI ; EI |
| 资助信息 | This work was financially supported by the National Natural Science Foundation of China (Grantnos.11372319, 11232012) and the Major State Basic Research Development Program of China (973Program) (Grantno.2014CB046204). |
| 原文出处 | http://dx.doi.org/10.1016/j.oceaneng.2013.09.003 |
| 语种 | 英语 |
| WOS记录号 | WOS:000326997700016 |
| 公开日期 | 2013-11-06 |
| 源URL | [http://dspace.imech.ac.cn/handle/311007/47507]  |
| 专题 | 力学研究所_流固耦合系统力学重点实验室(2012-) |
| 推荐引用方式 GB/T 7714 | Gao FP,Wang N,Zhao B. Ultimate bearing capacity of a pipeline on clayey soils: Slip-line field solution and FEM simulation[J]. OCEAN ENGINEERING,2013,73:159-167. |
| APA | Gao FP,Wang N,&Zhao B.(2013).Ultimate bearing capacity of a pipeline on clayey soils: Slip-line field solution and FEM simulation.OCEAN ENGINEERING,73,159-167. |
| MLA | Gao FP,et al."Ultimate bearing capacity of a pipeline on clayey soils: Slip-line field solution and FEM simulation".OCEAN ENGINEERING 73(2013):159-167. |
入库方式： OAI收割
来源：力学研究所
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