Risk assessment of the crushed rock structure embankments of the Qinghai-Tibet Railway under a warming climate | |
Zhao, Hongting1,2; Hou, Yandong3; Jiang, Guanli2; Wu, Qingbai2 | |
2022-04 | |
发表期刊 | Cold Regions Science and Technology |
ISSN | 0165-232X |
卷号 | 196 |
摘要 | On the Qinghai-Tibet Plateau, transportation infrastructure has been greatly affected by permafrost degradation owing to the increasing air temperature caused by climate change. This study presents a risk assessment model for evaluating the viability of the crushed rock embankment under the scenario of climate warming. The results demonstrate that the service life of an embankment is determined by the time it spends at the lowest or low levels of failure risk. At the failure probability threshold of 0.1, the service lives of open crushed rock-based and U-shaped crushed rock embankments are longer than 100 years, those of closed crushed rock-based embankments are about 66 years, and those of crushed rock revetments are less than 40 years. In essence, the longer an embankment has been in service, the stronger its ability to resist climate warming. Based on these results, U-shaped crushed rock and crushed rock-based embankments are the most capable of offsetting the effects of climate warming on permafrost and should account for a higher proportion of independent embankment structures. The same cannot be said for crushed rock revetments, which should only be used as auxiliary engineering measures. Despite this recommendation, regular maintenance should be conducted on the open system crushed rock embankments because the high winds on the Qinghai-Tibet Plateau fill the embankments with sand, which has a negative effect on the long-term stability of the embankments. © 2022 |
关键词 | Climate change Climate models Numerical methods Permafrost Railroads Risk assessment Risk perception Rocks Climate warming Crushed rock Crushed rock revetment Crushed rock-based embankment Crushed-rock embankments Qinghai Tibet plateau Qinghai-Tibet Railway Risks assessments Rock structures U-shaped |
DOI | 10.1016/j.coldregions.2022.103509 |
收录类别 | EI ; SCIE |
语种 | 英语 |
WOS研究方向 | Engineering ; Geology |
WOS类目 | Engineering, Environmental ; Engineering, Civil ; Geosciences, Multidisciplinary |
WOS记录号 | WOS:000783210000001 |
出版者 | Elsevier B.V. |
EI入藏号 | 20220711625265 |
EI主题词 | Embankments |
EI分类号 | 405 Construction Equipment and Methods ; Surveying ; 443 Meteorology ; 443.1 Atmospheric Properties ; 483 Soil Mechanics and Foundations ; 914.1 Accidents and Accident Prevention ; 921 Mathematics ; 921.6 Numerical Methods |
来源库 | WOS |
引用统计 | |
文献类型 | 期刊论文 |
条目标识符 | https://ir.lut.edu.cn/handle/2XXMBERH/157893 |
专题 | 土木工程学院 |
通讯作者 | Wu, Qingbai |
作者单位 | 1.Jiaxing Nanhu Univ, Coll Architectural Engn, Jiaxing, Peoples R China; 2.Chinese Acad Sci, Northwest Inst Ecoenvironm & Resources, State Key Lab Frozen Soil Engn, Lanzhou 730000, Gansu, Peoples R China; 3.Lanzhou Univ Technol, Key Lab Disaster Prevent & Mitigat Civil Engn Gan, Lanzhou, Peoples R China |
推荐引用方式 GB/T 7714 | Zhao, Hongting,Hou, Yandong,Jiang, Guanli,et al. Risk assessment of the crushed rock structure embankments of the Qinghai-Tibet Railway under a warming climate[J]. Cold Regions Science and Technology,2022,196. |
APA | Zhao, Hongting,Hou, Yandong,Jiang, Guanli,&Wu, Qingbai.(2022).Risk assessment of the crushed rock structure embankments of the Qinghai-Tibet Railway under a warming climate.Cold Regions Science and Technology,196. |
MLA | Zhao, Hongting,et al."Risk assessment of the crushed rock structure embankments of the Qinghai-Tibet Railway under a warming climate".Cold Regions Science and Technology 196(2022). |
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