XU Jian, NIU Fujun, NIU Yonghong, et al. The Design Parameters of Roadbed with Insulation inSeasonal Frozen Ground[J]. Journal of Civil and Environmental Engineering, 2009, 31(3): 83-89.
DOI:
XU Jian, NIU Fujun, NIU Yonghong, et al. The Design Parameters of Roadbed with Insulation inSeasonal Frozen Ground[J]. Journal of Civil and Environmental Engineering, 2009, 31(3): 83-89. DOI: 10.11835/j.issn.1674-4764.2009.03.016.
The Design Parameters of Roadbed with Insulation inSeasonal Frozen Ground
Frost heave has caused serious distresses to railway roadbeds in seasonal
especially deep seasonal
frozen regions. Therefore
frost heave prevention is the basic principle of roadbed design in seasonal frozen regions for many years. Frost heave has caused serious distresses to railway roadbeds in seasonal
especially deep seasonal
frozen regions. Therefore
frost heave prevention is the basic principle of roadbed design in seasonal frozen regions. The coupled heatfluid transport equation and twodimensional finite element method were employed to simulate the maximum frozen depth in the coming 50 years under the roadbed with XPS insulation board in the conditions of different depth
width
thickness and construction season for studying the insulation effect. Based on numerical simulation
appropriate depth
width and construction season were proposed for insulation design and the relationship between the thickness of insulation board and the height of roadbed was analysed as well.