岩土力学 ›› 2020, Vol. 41 ›› Issue (1): 305-314.doi: 10.16285/j.rsm.2019.0023

• 岩土工程研究 • 上一篇    下一篇

高温冻土地区高等级公路片块石路基降温效果分析

王青志,房建宏,晁刚   

  1. 青海省交通科学研究院 多年冻土区公路建设与养护技术交通行业重点实验室青海研究观测基地,青海 西宁 810016
  • 收稿日期:2019-01-04 修回日期:2019-06-18 出版日期:2020-01-13 发布日期:2020-01-05
  • 作者简介:王青志,男,1987年生,博士,在站博士后,主要从事冻土工程方面的研究工作。
  • 基金资助:
    国家自然科学基金(No.41801046);青海省自然科学基金(No.2018-ZJ-959Q);青海省交通科技项目(No. 2019-06)

Analysis of cooling effect of block-stone expressway embankment in warm temperature permafrost region

WANG Qing-zhi, FANG Jian-hong, CHAO Gang   

  1. Qinghai Research and Observation Base, Key Laboratory of Highway Construction & Maintenance Technology in Permafrost Region, Ministry of Transport, Qinghai Research Institute of Transportation, Xining, Qinghai 810016, China
  • Received:2019-01-04 Revised:2019-06-18 Online:2020-01-13 Published:2020-01-05
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41801046), the Natural Science Foundation of Qinghai Province

摘要: 基于长期、连续的地温观测数据,对位于共和至玉树高等级公路沿线、平均海拔为4 260 m且处于高温冻土区的片块石路基温度、热状态、冻融循环过程和冻土人为上限及变化速率等进行了分析,研究了沥青混凝土和水泥混凝土路面对片块石路基下伏多年冻土的影响,以期对其适用性进行评价。研究发现,沥青混凝土路面的铺设使路基吸收了较多的热量,促使下伏多年冻土升温,导致多年冻土快速退化。观测期内,高温冻土地区沥青混凝土路面下片块石路基中心冻土退化速率为33.5 cm/a,几乎是天然地基的5倍。而且路基阴阳坡效应严重,阳坡路肩冻土退化速率为33.0 cm/a,明显大于阴坡路肩 (22.0 cm/a)。与沥青混凝土路面相比,水泥混凝土路面较高的热反射率、较小的热辐射吸收率,有利于抬升冻土上限或减缓冻土退化速率。但在观测期间,发现处于高温冻土区的高等级公路片块石路基在沥青混凝土路面下融化盘面积增长速率为12.24 m2/a,而在水泥混凝土路面下为9.28 m2/a,即融化盘面积以不同程度的速率始终在增大。因此,单纯的片块石层的存在和路面类型的改变,并未彻底解决高温冻土区高等级公路路基热平衡问题,建议增加补强措施或采用复合路基结构来应对其热稳定性问题。

关键词: 高温冻土, 片块石路基, 沥青混凝土路面, 冻土上限, 融化盘

Abstract: Based on long-term and continuous ground temperature observation data, this paper analyzed the temperature, thermal state, freeze-thaw cycle, artificial permafrost table and rate of change of block-stone embankment along the Gongyu expressway located in a high-temperature permafrost region with an average altitude of 4 260 m. The influence of asphalt concrete pavement and cement concrete pavement over underlying permafrost is also studied in order to evaluate its applicability. It is found that the asphalt concrete pavement absorbed more heat and warmed up the underlying permafrost, which leaded to the rapid degradation of permafrost. During the observation period, the permafrost degradation rate in the centre of the block-stone embankment with asphalt concrete was 33.5 cm/a, almost five times that of the natural foundation. Moreover, the effect of shady-sunny slope was serious. The degradation rate of the permafrost of the sunny shoulder was 30.00 cm/a, which was significantly higher than that of shady shoulder (22.0 cm/a). Compared with asphalt concrete pavement, cement concrete pavement had higher thermal reflection and smaller thermal radiation absorption, which is conducive to raising the permafrost table or slowing down the degradation rate of the permafrost, and the cooling effect is better. However, during the observation period, it was found that the area growth rate of melting plate under asphalt concrete pavement in block-stone embankment in warm permafrost region was 12.24 m2/a, while that under cement concrete pavement was 9.28 m2/a, indicating that the area of melting plate always increases at different rates. Therefore, the existence of block-stone layer and the change of pavement type have not completely solved the heat balance problem of expressway embankment in warm temperature permafrost region. It is suggested that reinforcement measures or composite embankment structure should be adopted.

Key words: warm temperature permafrost, block-stone embankment, asphalt concrete pavement, permafrost table, melting plate

中图分类号: 

  • U 416
[1] 刘明浩,牛富俊,林战举,罗 京. 高温冻土区U型块石路基长期降温效果及变形特征研究[J]. , 2017, 38(11): 3304-3310.
[2] 王松鹤,齐吉琳. 高温冻土松弛特性试验研究[J]. , 2012, 33(6): 1660-1666.
[3] 李国玉,李 宁,马 巍. 高温冻土区新型复合护坡降温机制研究[J]. , 2010, 31(1): 165-173.
[4] 齐吉琳,张建明,姚晓亮,胡 伟,方丽莉. 多年冻土地区构筑物沉降变形分析[J]. , 2009, 30(S2): 1-8.
[5] 孙志忠,马 巍,李东庆. 冻土区块石护坡路基调温效果试验研究[J]. , 2006, 27(11): 2001-2004.
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