Analysis of the thermal stability of an embankment under different pavement types in high temperature permafrost regions
文献类型：期刊论文
| 作者 | Li Jin-ping1; Sheng Yu |
| 刊名 | COLD REGIONS SCIENCE AND TECHNOLOGY
 |
| 出版日期 | 2008-10-01 |
| 卷号 | 54期号:2页码:120-123 |
| 关键词 | Thermal stability The maximum thawed depth Embankment height Embankment width |
| ISSN号 | 0165-232X |
| DOI | 10.1016/j.coldregions.2008.04.006 |
| 通讯作者 | Li Jin-ping(ljp785@126.com) |
| 英文摘要 | The thermal stability of the embankment, including the influence of the height and width of the embankment in high temperature permafrost regions was simulated and discussed respectively in terms of different natural geographic conditions for asphalt concrete pavements and cement concrete pavements. The aim is how to change the maximum thawed depth under the asphalt concrete pavements and cement concrete pavements with increase in service life and embankment width. The simulated results based on the observation of data from the Zuimatan of G214 road are analyzed in this paper. It is very important to select a suitable embankment width and height in high temperature permafrost regions, especially under the climate warming conditions. The conclusion that 2.0 m embankment height for the 8.5 m embankment width and 2.5 m embankment height for the 12.0 m embankment width are the most suitable for the cement concrete pavement construction in the experimenting road, respectively. (c) 2008 Elsevier B.V. All rights reserved. |
| 收录类别 | SCI |
| WOS研究方向 | Engineering ; Geology |
| WOS类目 | Engineering, Environmental ; Engineering, Civil ; Geosciences, Multidisciplinary |
| 语种 | 英语 |
| WOS记录号 | WOS:000260702400007 |
| 出版者 | ELSEVIER SCIENCE BV |
| URI标识 | http://www.irgrid.ac.cn/handle/1471x/2556063 |
| 专题 | 寒区旱区环境与工程研究所 |
| 通讯作者 | Li Jin-ping |
| 作者单位 | 1.CAS, State Key Lab Frozen Soil Engn Cold & Arid Reg En, Lanzhou 730000, Peoples R China 2.CAS, Engn Res Inst, Lanzhou 730000, Peoples R China |
| 推荐引用方式 GB/T 7714 | Li Jin-ping,Sheng Yu. Analysis of the thermal stability of an embankment under different pavement types in high temperature permafrost regions[J]. COLD REGIONS SCIENCE AND TECHNOLOGY,2008,54(2):120-123. |
| APA | Li Jin-ping,&Sheng Yu.(2008).Analysis of the thermal stability of an embankment under different pavement types in high temperature permafrost regions.COLD REGIONS SCIENCE AND TECHNOLOGY,54(2),120-123. |
| MLA | Li Jin-ping,et al."Analysis of the thermal stability of an embankment under different pavement types in high temperature permafrost regions".COLD REGIONS SCIENCE AND TECHNOLOGY 54.2(2008):120-123. |
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来源：寒区旱区环境与工程研究所
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