Slip-line field solution for ultimate bearing capacity of a pipeline on clayey soils
文献类型：期刊论文
| 作者 | Gao FP(高福平) ; Zhao B(赵波); Gao FP(高福平)
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| 刊名 | THEORETICAL & APPLIED MECHANICS LETTERS
 |
| 出版日期 | 2012-09-10 |
| 卷号 | 2期号:5页码:051004 |
| 通讯作者邮箱 | fpgao@imech.ac.cn |
| 关键词 | collapse loads slip-line field theory submarine pipeline shallow foundation clayedy soils |
| ISSN号 | 2095-0349 |
| 产权排序 | 1. Institute of Mechanics, Chinese Academy of Sciences, Beijing 100190, China;2. Engineering Design Institute, CNPC Offshore Engineering Company Limited, Beijing 100028, China |
| 通讯作者 | 高福平 |
| 合作状况 | 国内 |
| 中文摘要 | A slip-line field solution is presented for the ultimate bearing capacity of the pipeline on a purely-cohesive clay soil, taking into account the circular configuration of the pipe, the pipe embedment, and the pipe-soil interfacial cohesion. The derived bearing capacity factors for a smooth rigid pipe limit to those for the conventional rectangular strip footing while the pipe embedment approaches zero. Parametric studies indicate that, the pipe-soil interfacial properties have much influence on the bearing capacity for the pipe foundation on clayedy soils. |
| 学科主题 | 岩体力学和土力学 |
| 分类号 | 二类 |
| 资助信息 | This work was supported by the National Natural Science Foundation of China (10872198, 50509022). |
| 原文出处 | http://dx.doi.org/10.1063/2.1205104 |
| 语种 | 英语 |
| 公开日期 | 2013-01-16 |
| 源URL | [http://dspace.imech.ac.cn/handle/311007/46494]  |
| 专题 | 力学研究所_流固耦合系统力学重点实验室(2012-) |
| 通讯作者 | Gao FP(高福平) |
| 推荐引用方式 GB/T 7714 | Gao FP,Zhao B,Gao FP. Slip-line field solution for ultimate bearing capacity of a pipeline on clayey soils[J]. THEORETICAL & APPLIED MECHANICS LETTERS,2012,2(5):051004. |
| APA | Gao FP,Zhao B,&高福平.(2012).Slip-line field solution for ultimate bearing capacity of a pipeline on clayey soils.THEORETICAL & APPLIED MECHANICS LETTERS,2(5),051004. |
| MLA | Gao FP,et al."Slip-line field solution for ultimate bearing capacity of a pipeline on clayey soils".THEORETICAL & APPLIED MECHANICS LETTERS 2.5(2012):051004. |
入库方式： OAI收割
来源：力学研究所
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