Innovative designs of permafrost roadbed for the Qinghai-Tibet Railway

被引:0
作者
GuoDong Cheng
QingBai Wu
Wei Ma
机构
[1] Chinese Academy of Sciences,State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute
来源
Science in China Series E: Technological Sciences | 2009年 / 52卷
关键词
warm permafrost; global warming; Qinghai-Tibet Railway; cooled roadbed;
D O I
暂无
中图分类号
学科分类号
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:8
相关论文
共 52 条
[1]  
Wu Q. B.(2002)A review of recent frozen soil engineering in permafrost regions along Qinghai-Tibet Highway, China Permafrost Periglac 13 199-205
[2]  
Liu Y. Z.(2004)Principle of thermal insulation for permafrost protection Cold Reg Sci Technol 40 71-79
[3]  
Zhang J. M.(2005)Permafrost studies in the Qinghai-Tibet Plateau for road construction J Cold Reg Eng 19 19-29
[4]  
Cheng G. D.(2004)Influences of local factors on permafrost occurrence and their implications for Qinghai-Tibet Railway design Sci China Ser D-Earth Sci 47 704-709
[5]  
Cheng G. D.(2005)A roadbed cooling approach for the construction of Qinghai-Tibet Railway Cold Reg Sci Technol 42 169-176
[6]  
Cheng G. D.(2006)Application investigation of awning to roadway engineering on the Qinghai-Tibet Plateau Cold Reg Sci Technol 45 51-58
[7]  
Cheng G. D.(1996)Winter-time convection in open graded embankments Cold Reg Sci Technol 24 57-74
[8]  
Feng W. J.(2003)Passively cooled railway embankments for use in permafrost areas J Cold Reg Eng 17 119-133
[9]  
Ma W.(2007)The “thermal semi-conductor” effect of crushed rocks Permafrost Periglac 18 151-160
[10]  
Li D. Q.(2006)Technical approaches on permafrost thermal stability for Qinghai-Tibet Railway Geomech Geoeng: Int J 1 119-127