Zonation and assessment of frozen-ground conditions for engineering geology along the China-Russia crude oil pipeline route from Mo'he to Daqing, Northeastern China
文献类型:期刊论文
作者 | Jin, Huijun1; Hao, Jiaqian1,2; Chang, Xiaoli1; Zhang, Jianming1; Yu, Qi'hao1; Qi, Jilin1; Lu, Lanzhi1; Wang, Shaoling1 |
刊名 | COLD REGIONS SCIENCE AND TECHNOLOGY
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出版日期 | 2010-12-01 |
卷号 | 64期号:3页码:213-225 |
关键词 | Zonation and assessment Engineering geology Ice content Ground temperature Permafrost China-Russia Oil Pipeline |
ISSN号 | 0165-232X |
DOI | 10.1016/j.coldregions.2009.12.003 |
通讯作者 | Jin, Huijun() |
英文摘要 | The China-Russia Crude Oil Pipeline (CRCOP) 813 mm in diameter is designed to transport 603 000 barrels of Sibenan crude oil per day across 1030 km of frozen-ground About 500 boreholes with depths of 5 to 20 m were drilled and cored for analyses and the frozen-ground conditions were evaluated After detailed surveys and analyses of the permafrost conditions along the pipeline route a conventional burial construction mode at a nominal depth of 1 5 m was adopted This paper discusses the principles and criteria for the zonation and assessment of the frozen ground environments and conditions of engineering geology for the design construction and operation of the pipeline system based on an extensive and in depth summary and analysis of the survey and exploration data The characteristics of pipelining crude oil at ambient temperatures in the permafrost regions and the interactive processes between the pipeline and foundation soils were taken into account Two zones of frozen-ground environment and conditions of engineenng geology le seasonally-frozen-ground and permafrost were defined on the basis of the regional distribution and differentiations in frozen-ground environments and conditions Then four subzones of the permafrost zone were classified according to the areal extent, taking into consideration the temperatures and thicknesses of permafrost as well as changes in vegetation coverage In the four subzones 151 sections of engineering geology were categorized according to the ice/moisture contents of the permafrost as well as the classes of frost-heaving and thaw settlement potentials These 151 sections are comprehensively summarized Into four types for engineering construction and operation good fair poor and very poor for overall conditions of engineering geology The zonation assessment principles and criteria have been applied in the design of the pipeline They have also been used as the scientific bases for the construction environmental management operation and maintenance/contingency plans (C) 2009 Elsevier B V All rights reserved |
收录类别 | SCI |
WOS关键词 | PERMAFROST ; MOUNTAINS |
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:000285228600002 |
出版者 | ELSEVIER SCIENCE BV |
URI标识 | http://www.irgrid.ac.cn/handle/1471x/2556430 |
专题 | 寒区旱区环境与工程研究所 |
通讯作者 | Jin, Huijun |
作者单位 | 1.Chinese Acad Sci, Cold & Arid Reg Environm & Engn Res Inst, State Key Lab Frozen Soils Engn, Lanzhou 730000, Peoples R China 2.PetroChina Daqing Oilfield Engn Co, Inst Pipeline Design & Construct, Daqing 163712, Peoples R China |
推荐引用方式 GB/T 7714 | Jin, Huijun,Hao, Jiaqian,Chang, Xiaoli,et al. Zonation and assessment of frozen-ground conditions for engineering geology along the China-Russia crude oil pipeline route from Mo'he to Daqing, Northeastern China[J]. COLD REGIONS SCIENCE AND TECHNOLOGY,2010,64(3):213-225. |
APA | Jin, Huijun.,Hao, Jiaqian.,Chang, Xiaoli.,Zhang, Jianming.,Yu, Qi'hao.,...&Wang, Shaoling.(2010).Zonation and assessment of frozen-ground conditions for engineering geology along the China-Russia crude oil pipeline route from Mo'he to Daqing, Northeastern China.COLD REGIONS SCIENCE AND TECHNOLOGY,64(3),213-225. |
MLA | Jin, Huijun,et al."Zonation and assessment of frozen-ground conditions for engineering geology along the China-Russia crude oil pipeline route from Mo'he to Daqing, Northeastern China".COLD REGIONS SCIENCE AND TECHNOLOGY 64.3(2010):213-225. |
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来源:寒区旱区环境与工程研究所
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