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Numerical analysis for critical height of railway embankment in permafrost regions of qinghai-tibetan plateau

文献类型:期刊论文

作者Zhang, MY; Zhang, JM; Lai, YM
刊名Cold regions science and technology
出版日期2005-02-01
卷号41期号:2页码:111-120
关键词Railway embankment Mean annual air temperature Critical embankment height Numerical analysis
ISSN号0165-232X
DOI10.1016/j.coldregions.2004.09.001
通讯作者Zhang, my(myzhang@ns.lzb.ac.cn)
英文摘要In permafrost regions of qinghai-tibetan plateau, the critical embankment height must be considered in the process of the construction of railway, especially for the global climatic warming. in this paper, the two-dimensional numerical analysis for the critical embankment height (for coarse-grained soil) has been performed by using the finite element method. the mean annual air temperatures used in the calculation are -6.5, -6.0, -5.5, -5.0, 4.5 and -4.0 degreesc, respectively, and the value of temperature rise is taken as 1.10 degreesc in the coming 50 years. the minimum embankment heights derived from the analysis are 0.85, 0.92, 1.01, 1.18, 1.60 and 2.66 m for the different mean annual air temperatures, and the maximum embankment heights are 7.68, 7.55, 7.34, 7.00, 6.45 and 5.85 m, accordingly. on condition that the service life of railway embankment is 50 years, the critical value of the mean annual air temperature is -3.5 degreesc. namely, in the areas where the mean annual air temperature is higher than -3.5 c, the critical embankment height does not exist. furthermore, by calculating, we can find that no matter whether high or low embankment is constructed, the ground temperature under the embankment will rise, and the permafrost will be in a degradation situation, which has been confirmed by the field observation data at qinghai-tibetan railway test sites. (c) 2004 elsevier b.v. all rights reserved.
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:000227209200003
出版者ELSEVIER SCIENCE BV
URI标识http://www.irgrid.ac.cn/handle/1471x/2377180
专题中国科学院大学
通讯作者Zhang, MY
作者单位1.Chinese Acad Sci, Cold & Arid Reg Environm & Engn Res Inst, State Key Lab Frozen Soil Engn, Lanzhou 730000, Gansu, Peoples R China
2.Chinese Acad Sci, Grad Sch, Beijing 100039, Peoples R China
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Zhang, MY,Zhang, JM,Lai, YM. Numerical analysis for critical height of railway embankment in permafrost regions of qinghai-tibetan plateau[J]. Cold regions science and technology,2005,41(2):111-120.
APA Zhang, MY,Zhang, JM,&Lai, YM.(2005).Numerical analysis for critical height of railway embankment in permafrost regions of qinghai-tibetan plateau.Cold regions science and technology,41(2),111-120.
MLA Zhang, MY,et al."Numerical analysis for critical height of railway embankment in permafrost regions of qinghai-tibetan plateau".Cold regions science and technology 41.2(2005):111-120.

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来源:中国科学院大学

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