Journal
CONSTRUCTION AND BUILDING MATERIALS
Volume 269, Issue -, Pages -Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2020.121266
Keywords
Thermal-mechanical behaviour; Anti-frost subgrade bed structure; Filling material; Deep seasonally frozen ground
Categories
Funding
- Key Projects of National Natural Science Foundation of China [41690144, 41330634]
- Foundation for Excellent Youth Scholars of ``Northwest Institute of Eco-Environment and Resources, CAS [FEYS2019002]
- Research Project of State Key Laboratory of Frozen Soil Engineering [SKLFSE-ZQ-52]
- Open Project of State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao University [KF2020-02]
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Research shows that the anti-frost subgrade bed structure can effectively reduce frost damage to high-speed railways in deep seasonally frozen ground regions. The filling depth and frost depth are closely related to embankment deformation, and the design of the anti-frost subgrade structure can reduce the seasonal frozen depth of the embankment.
To reduce the threat of frost damage to the speedy and safe operation of high-speed railways (HSRs) in deep seasonally frozen ground regions, it is necessary to study the anti-frost subgrade bed structure to improve the long-term service performance of HSRs. First, the thermal-mechanical behaviour and preventative efficacy of the original anti-frost subgrade bed structure with graded-crushed rock filling materials are studied. Then, the general change laws of the thermal-mechanical behaviours for embankment engineering in deep seasonally frozen ground regions are revealed. Finally, a finite element model is developed to investigate the anti-frost effects of six novel subgrade bed structures with differential filling materials. The results show that 1) the initial freezing time, initial thawing time and freezing rate of the embankment are substantially different from those of the natural ground; 2) the deformation of the embankment is closely related to the filling depth and frost depth of the embankment. Furthermore, the deformation process is closely related to the seasonal air temperature change; 3) the seasonal frozen depth of the embankment can be reduced by changing the heat entering the subgrade bed and the heat diffusion in the embankment body; and 4) an asphalt concrete pavement + cement stabilized macadam + insulation board subgrade bed structure can best reduce the frost depth. This research provides important technical guidance for the design of the anti-frost subgrade bed structure of the HSR subgrade in deep seasonally frozen ground regions. (C) 2020 Elsevier Ltd. All rights reserved.
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