Analysis on the Temperature-control Effect of the Particle Improved Roadbed in Qinghai-Tibet Railway
HUANG Ming-kui, WANG Ren , HU Ming-jian ,
DOI:10.11835/j.issn.1674-4764.2007.05.014
Received ,Revised May 09, 2007, Accepted , Available online July 01, 2015
Volume ,2007,Pages 71-74
- Abstract
Based on the observerd ground-temperature data of the particle improved roadbed in Beiluhe test site of Qinghai-Tibet railway, the characteristics of the ground temperature to the particle improved roadbed and its temperature-control effect are analyzed ,and compared with other frozen soil protecting means. The result indicated that the ground temperature of the particle improved roadbed changes with the seasons,and its characteristics present as a sinusoidal curve. Compared with the normal roadbed, the paticle improved roadbed has cooling roadbed and the effect of protecting frozen soil in mean annual ground temperature. Compared with the normal duct-ventilation embankment, the cooling effect of the particle improved roadbed in cold season is less than that of the duct-ventilation roadbed,and the thermal shield effect is better than that of the particle improved roadbed in warm season. The ground temperature curve has the better tendency of the frozen soil protection. It is an active means of frozen soil protecton.