Thermal conductivities of frozen and unfrozen soils at three project sites in northern Manitoba

被引:22
|
作者
Kurz, David [1 ]
Alfaro, Marolo [2 ]
Graham, Jim [3 ]
机构
[1] KGS Grp, 865 Waverley St, Winnipeg, MB R3T 5P4, Canada
[2] Univ Manitoba, Civil Engn Dept, Room E1-368A EITC,15 Gillson St, Winnipeg, MB R3T 0V6, Canada
[3] Univ Manitoba, Dept Civil Engn, 15 Gillson St, Winnipeg, MB R3T 0V6, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Clay; Peat; Discontinuous permafrost; Modeling; Temperature; Thermal conductivity; Thermal probe; ROAD EMBANKMENT; CANADA; QUEBEC;
D O I
10.1016/j.coldregions.2017.04.007
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
If acceptable performance is to be obtained from new highway embankments in cold regions, thermal modeling during initial design needs to simulate the effects of climate warming and changes in air-to-ground heat transfer on future ground temperatures, thawing, and resulting deformations. The authors' research involved geothermal modeling of current and future seasonal ground temperatures under highway embankments and transmission line towers on degrading permafrost in northern Manitoba, Canada. This paper describes a part of the larger study that used a thermal needle to measure thermal conductivities of samples taken from three sites. Analyses that used these measured thermal conductivities produced better modeling of seasonal temperatures than analyses that used empirical values from the research
引用
收藏
页码:30 / 38
页数:9
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