Permafrost changes and engineering stability in Qinghai-Xizang Plateau

被引:110
作者
Wu QingBai [1 ]
Niu FuJun [1 ]
机构
[1] Chinese Acad Sci, State Key Lab Frozen Soil Engn, Cold & Arid Reg Environm & Engn Res Inst, Lanzhou 730000, Peoples R China
来源
CHINESE SCIENCE BULLETIN | 2013年 / 58卷 / 10期
基金
中国国家自然科学基金;
关键词
climate change; engineering activity; permafrost temperature; active layer thickness; engineering stability; FROZEN-GROUND CONDITIONS; CRUSHED-ROCK STRUCTURES; TIBET HIGHWAY; THERMAL STATE; VENTILATED EMBANKMENT; RAILWAY EMBANKMENT; CRYOSPHERIC CHANGE; NONLINEAR-ANALYSIS; CLIMATE-CHANGE; HEAT-TRANSFER;
D O I
10.1007/s11434-012-5587-z
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Climate change and engineering activities are the leading causes of permafrost temperature increase, active layer thickening, and ground-ice thaw, which trigger changes in the engineering stability of embankments. Based on the important research advances on permafrost changes and frozen soil engineering in Qinghai-Xizang Plateau, the changes in permafrost temperature and active layer thickness, their relationships with climate factors, the response process of engineering activities on permafrost, dynamic change of engineering stability of Qinghai-Xizang Railway, and the cooling mechanism and process of crushed-rock layers are discussed using the monitoring data of permafrost and embankment deformation. Finally, solutions to the key scientific problems of frozen soil engineering under climate change are proposed.
引用
收藏
页码:1079 / 1094
页数:16
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