Innovative designs of permafrost roadbed for the Qinghai-Tibet Railway

被引:83
作者
Cheng GuoDong [1 ]
Wu QingBai [1 ]
Ma Wei [1 ]
机构
[1] Chinese Acad Sci, Cold & Arid Reg Environm & Engn Res Inst, State Key Lab Frozen Soil Engn, Lanzhou 730000, Peoples R China
来源
SCIENCE IN CHINA SERIES E-TECHNOLOGICAL SCIENCES | 2009年 / 52卷 / 02期
基金
中国国家自然科学基金;
关键词
warm permafrost; global warming; Qinghai-Tibet Railway; cooled roadbed; EMBANKMENT; INSULATION; PLATEAU;
D O I
10.1007/s11431-008-0291-6
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Under global warming scenarios, the passive method of simply increasing the thermal resistance by raising the embankment height and using insulating materials has been proven ineffective in warm and ice-rich permafrost areas and therefore could not be used in the Qinghai-Tibet Railway engineering. Instead, a proactive "cooled-roadbed" approach was developed and used to lower the ground temperature in order to maintain a perennially frozen subgrade. The concept that local and site-specific factors play an important role in the occurrence and disappearance of permafrost has helped us to devise a number of measures to cool down the roadbed. For example, we adjust and control heat transfer by using different embankment configurations and fill materials. The Qinghai-Tibet Railway project demonstrates that a series of proactive roadbed-cooling methods can be used to lower the temperature of permafrost beneath the embankment and to stabilize the roadbed. These methods include solar radiation control using shading boards, heat convection control using ventilation ducts, thermosyphons, air-cooled embankments, and heat conduction control using "thermal semi-conductor" materials, as well as combinations of above mentioned three control measures. This roadbed-cooling approach provides not only a solution for engineering construction in sensitive permafrost areas but also a countermeasure against possible global warming.
引用
收藏
页码:530 / 538
页数:9
相关论文
共 34 条
[1]  
Cheng G D, 1978, P 3 INT C PERM, V2, P199
[2]   A roadbed cooling approach for the construction of Qinghai-Tibet Railway [J].
Cheng, GD .
COLD REGIONS SCIENCE AND TECHNOLOGY, 2005, 42 (02) :169-176
[3]   Permafrost studies in the Qinghai-Tibet Plateau for road construction [J].
Cheng, GD .
JOURNAL OF COLD REGIONS ENGINEERING, 2005, 19 (01) :19-29
[4]   Principle of thermal insulation for permafrost protection [J].
Cheng, GD ;
Zhang, JM ;
Sheng, Y ;
Chen, J .
COLD REGIONS SCIENCE AND TECHNOLOGY, 2004, 40 (1-2) :71-79
[5]  
Cheng GD, 2004, SCI CHINA SER D, V47, P704, DOI [10.1360/02yd0438, 10.1007/BF02893300]
[6]   Application of the roadbed cooling approach in Qinghai-Tibet railway engineering [J].
Cheng, Guodong ;
Sun, Zhizhong ;
Niu, Fujun .
COLD REGIONS SCIENCE AND TECHNOLOGY, 2008, 53 (03) :241-258
[7]   Responses of permafrost to climate change and their environmental significance, Qinghai-Tibet Plateau [J].
Cheng, Guodong ;
Wu, Tonghua .
JOURNAL OF GEOPHYSICAL RESEARCH-EARTH SURFACE, 2007, 112 (F2)
[8]   The 'thermal semi-conductor' effect of crushed rocks [J].
Cheng Guodong ;
Lai Yuanming ;
San Zhizhong ;
Jiang Fan .
PERMAFROST AND PERIGLACIAL PROCESSES, 2007, 18 (02) :151-160
[9]   Application investigation of awning to roadway engineering on the Qinghai-Tibet Plateau [J].
Feng Wenjie ;
Ma Wei ;
Li Dongqing ;
Zhang Luxin .
COLD REGIONS SCIENCE AND TECHNOLOGY, 2006, 45 (01) :51-58
[10]   Passively cooled railway embankments for use in permafrost areas [J].
Goering, DJ .
JOURNAL OF COLD REGIONS ENGINEERING, 2003, 17 (03) :119-133