globalchange  > 气候变化与战略
CSCD记录号: CSCD:5204085
论文题名:
高温冻土区填土路基融化固结变形分析
其他题名: Analyses of the thawing consolidation of fill embankments in warm permafrost regions
作者: 张青龙1; 李宁2; 马巍2; 穆彦虎2; 李国玉2
刊名: 冰川冻土
ISSN: 1000-0240
出版年: 2014
卷: 36, 期:3
语种: 中文
中文关键词: 高温高含冰量冻土 ; 填土路基 ; 融化固结 ; 大变形理论 ; 沉降比
英文关键词: warm and ice-rich frozen soil ; fill embankments ; thawing consolidation ; large strain theory ; settlement ratio
WOS学科分类: TRANSPORTATION
WOS研究方向: Transportation
中文摘要: 基于修正拉格朗日(U.L)描述下的大变形固结理论和考虑相变作用的温度场得到大变形融化固结理论,对不同路堤高度下填土路基温度场和融沉变形进行研究.结果表明:高温冻土区合理高度的路堤在5~10 a内使冻土上限略微抬升,但冻土有明显升温.冻土上限在未来的5~10 a后会急剧下降,且路堤高度越小,下降量越大.与小变形融化固结理论相比,大变形融化固结理论预测高含量冻土融沉变形的精度更高.融沉量与路堤高度成正比,且随着时间的增长,融沉变形呈阶梯型发展,路堤越高,阶梯现象越显著.定义融沉量与路堤高度之比为沉降比,研究发现路堤越低,其沉降比越大,且随时间线性增长.沉降比是冻土融深增量的单值函数,与路堤高度无关,通过沉降比函数可以快速而实用的求出融沉变形量.
英文摘要: In this paper, the large strain thawing consolidation theory is proposed by combining with large strain consolidation theory with Updated Lagrangian description and thermal conduction equation with phase change. Thermal regimes and thawing settlements of fill embankments with various heights in warm permafrost regions are researched. Thermal analyses indicated that permafrost table will move upwards slightly beneath the embankment with a reasonable height in 5-10 years after construction, but the underlying permafrost will warm significantly. In the context of climate warming, the permafrost table begins to decline quickly after 5-10 years of embankment construction. The lower the embankment height is, the larger the table's decline is. Compared with the small strain thawing consolidation theory, the large strain theory is more applicable for thawing settlement of ice-rich frozen soils. The embankment deformation develops quickly during the warm seasons but slowly in cold seasons. And the higher the embankment is, the larger the thawing settlement is. Lastly, a settlement ratio, defined as thawing settlement of embankment to its height, is proposed.
资源类型: 期刊论文
标识符: http://119.78.100.158/handle/2HF3EXSE/147406
Appears in Collections:气候变化与战略

Files in This Item:

There are no files associated with this item.


作者单位: 1.甘肃省交通科学研究院有限公司, 冻土工程国家重点实验室, 兰州, 甘肃 730050, 中国
2.中国科学院寒区旱区环境与工程研究所, 冻土工程国家重点实验室, 兰州, 甘肃 730000, 中国

Recommended Citation:
张青龙,李宁,马巍,等. 高温冻土区填土路基融化固结变形分析[J]. 冰川冻土,2014-01-01,36(3)
Service
Recommend this item
Sava as my favorate item
Show this item's statistics
Export Endnote File
Google Scholar
Similar articles in Google Scholar
[张青龙]'s Articles
[李宁]'s Articles
[马巍]'s Articles
百度学术
Similar articles in Baidu Scholar
[张青龙]'s Articles
[李宁]'s Articles
[马巍]'s Articles
CSDL cross search
Similar articles in CSDL Cross Search
[张青龙]‘s Articles
[李宁]‘s Articles
[马巍]‘s Articles
Related Copyright Policies
Null
收藏/分享
所有评论 (0)
暂无评论
 

Items in IR are protected by copyright, with all rights reserved, unless otherwise indicated.