Thermal Performance of Embankment Within Crushed Rock Layer Along Qinghai-Tibet Railway

被引:1
|
作者
Wu, Qingbai [1 ]
Ge, Liu [1 ]
Liu, Yongzhi [1 ]
Zhang, Tingjun [2 ]
机构
[1] Chinese Acad Sci, State Key Lab Frozen Soil Engn, Cold & Arid Reg Environm & Engn Res Inst, Lanzhou, Peoples R China
[2] Univ Colorado, Natl Snow & Ice Data Ctr, Cooperat Inst Res Environm Sci, Boulder, CO 80309 USA
基金
中国国家自然科学基金;
关键词
Thermal performance; crushed rock layer; nature convection; forced convection; effect of heat insulation; COOLING EFFECTIVENESS; PERMAFROST REGIONS; NATURAL-CONVECTION; BLOCKY MATERIALS; AREAS; HEAT;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In order to study the heat transfer process and the cooling mechanism within a crushed rock layer that is suitable for engineering construction in permafrost regions, in-situ measurements were conducted within an experimental section of a crushed rock-based embankment and a crushed rock revetment embankment in Beiluhe, Qinghai-Tibetan Plateau. The results show that both the crushed rock-based embankment and the crushed rock revetment embankment primarily have a cooling effect and protect permafrost from warming and thawing beneath the embankment. A different heat transfer process occurred within a different structural layer of crushed rock.
引用
收藏
页码:210 / 217
页数:8
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