中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Laboratory investigation on cooling effect of sloped crushed-rock revetment in permafrost regions

文献类型:期刊论文

作者Zhang, Mingyi; Lai, Yuanming; Li, Shuangyang; Zhang, Shujuan
刊名COLD REGIONS SCIENCE AND TECHNOLOGY
出版日期2006-10-01
卷号46期号:1页码:27-35
关键词cooling effect crushed-rock revetment windward and leeward conditions particle size
ISSN号0165-232X
DOI10.1016/j.coldregions.2006.06.003
通讯作者Lai, Yuanming(ymlai@lzb.ac.cn)
英文摘要A series of experiments were done for the cooling effect of sloped crushed-rock revetments with different particle sizes under wind action in this study. The crushed-rock particle sizes include four kinds: 6-8, 14-16, 21-23 and 28-30 cm. The experimental result indicates that, under the windward and leeward conditions, the crushed-rock revetments with the four particle sizes all have good cooling effect and can effectively decrease the temperatures of the underlying soil layers; furthermore, the mean periodic temperatures of soil slope surfaces under crushed-rock revetments can be lowered to below 0 degrees C after two experimental cycles. At windward side, with the increase of particle size, the cooling effect of crushed-rock revetment becomes better when its particle size ranges between 6 and 30 cm; At leeward side, the cooling effect of crushed-rock revetment with a particle size range of 21-23 cm is best. Besides, we also find that under the experimental condition, the periodic range of temperature at the bottom of crushed-rock revetment is mainly dominated by windward/leeward condition, not crushed-rock particle size; namely, the periodic range of temperature at the bottom of windward crushed-rock revetment is far larger than that of the leeward one; and the maximum positive temperature at the bottom of windward crushed-rock revetment in every cycle is far higher than that at the bottom of leeward one; furthermore, the time of its positive temperature is longer, and it will be disadvantageous to the stability of permafrost embankment. At the same time, by analyzing the temperature distributions of the crushed-rock revetments, we find that the cooling mechanism of the leeward side is more complicated than that of the windward side. (c) 2006 Elsevier B.V. All rights reserved.
收录类别SCI
WOS关键词QINGHAI-TIBETAN RAILWAY ; EMBANKMENT
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:000241350100003
出版者ELSEVIER SCIENCE BV
URI标识http://www.irgrid.ac.cn/handle/1471x/2555756
专题寒区旱区环境与工程研究所
通讯作者Lai, Yuanming
作者单位Chinese Acad Sci, State Key Lab Frozen Soil Engn, Cold & Arid Reg Environm & Engn Res Inst, Lanzhou 730000, Gansu, Peoples R China
推荐引用方式
GB/T 7714
Zhang, Mingyi,Lai, Yuanming,Li, Shuangyang,et al. Laboratory investigation on cooling effect of sloped crushed-rock revetment in permafrost regions[J]. COLD REGIONS SCIENCE AND TECHNOLOGY,2006,46(1):27-35.
APA Zhang, Mingyi,Lai, Yuanming,Li, Shuangyang,&Zhang, Shujuan.(2006).Laboratory investigation on cooling effect of sloped crushed-rock revetment in permafrost regions.COLD REGIONS SCIENCE AND TECHNOLOGY,46(1),27-35.
MLA Zhang, Mingyi,et al."Laboratory investigation on cooling effect of sloped crushed-rock revetment in permafrost regions".COLD REGIONS SCIENCE AND TECHNOLOGY 46.1(2006):27-35.

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来源:寒区旱区环境与工程研究所

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