首页> 外文会议>International conference on transportation engineering;ICTE 2009 >THE EFFECT OF PERMAFROST PRESERVATION OF DIFFERENT HIGHTH SUBGRADE IN PERMAFROST REGIONS
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THE EFFECT OF PERMAFROST PRESERVATION OF DIFFERENT HIGHTH SUBGRADE IN PERMAFROST REGIONS

机译:多年冻土区不同高等级路基的多年冻土保存效果

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The effect of permafrost preservation of different highth subgrade in permafrost regions is studied in the paper. After highway and railway are constructed in permafrost regions, heat exchanging system is changed, permafrost table is dropped.It is an important factor to subgrade stability.Over 560km route of the Qinghai-Tibetan railway is constructed in permafrost regions. How to guarantee subgrade stability is a major issue. Two embankment heights(1.0m and 1.5m)in the Qingshuihe test site are chosen to monitor the characters of ground temperature and the temperature upper and below the board, and deformation of embankment surface.Expanded Polystyrene(EPS) boards are laid 0.5m above the ground floor.The result shows that the natural upper limit of perennially frozen soil is 2.42m under the ground; upper limit raise to 1.31m in 1.0m height subgrade and 1.05m in 1.5m height subgrade after laid the boards;Materials have a good themal-insulation property; Variation of temperature is large between upper and lower the EPS board.Board in lower embankment heat insulation performance is way beyond in higher embankment. General trend is thaw collapse.total deformation and differential deformation in the higher embankment is larger than the lower. Lower embankment excelled the higher embankment, the discipline of attenuation should be study.
机译:研究了多年冻土区不同高等级路基的多年冻土保存效果。在多年冻土地区修建公路和铁路后,改变换热系统,降低多年冻土层,这是路基稳定的重要因素。在多年冻土地区修建了560公里以上的青藏铁路线。如何保证路基的稳定性是一个主要问题。选择清水河试验场的两个路堤高度(1.0m和1.5m)来监测地面温度的特性以及板的上下温度以及路堤表面的变形。将膨胀的聚苯乙烯(EPS)板放置在上方0.5m结果表明,多年冻土在地下的自然上限为2.42m。铺设木板后,上限在1.0m高的路基上增加到1.31m,在1.5m高的路基上增加到1.05m;材料具有良好的隔热性能;上下EPS板之间的温度变化很大。较低路堤的隔热性能远远超过较高路堤的木板。总的趋势是融化塌陷。高路堤的总变形和微分变形比低路堤的大。较低的路堤优于较高的路堤,应研究衰减规律。

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