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用固结仪研究冻土融化压缩特性

Research on the Tawing Comperssion Characteristic of Frozen Soil Using Oedometer Test

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【作者】 钱春香刘彤彭丽云

【Author】 QIAN Chun xiang1, LIU Tong2, PENG Li yun1(1. Beijing Jiaotong University, Beijing 100044; 2. China railway JiuJu 2nd Co., Ltd, Jilin 132001, China)

【机构】 北京交通大学中铁九局二公司北京交通大学 北京100044吉林132001北京100044

【摘要】 我国季节与多年冻土面积占幅员的2/3,地表土或土工结构物表层经历反复的冬冻、春融作用,使道路、工业与民用建筑、水工建筑物等工程产生灾害。利用改装的土工固结仪来试验研究冻土融化下沉特性,为正确选择地(路)基填料,防治冻害发生提供依据。

【Abstract】 Frost soil, whether seasonalfrost or permafrost, was widely spread in our country accounting to almost two-part of our mainland. Frost heaving in winter and thaw settlement in spring were usually observed in these area which took great damages to road,civil engineering construction and irrigation works there. The thawing compression characteristic of frozen soil was researched using oedometer test in this paper, which can be used to subgrade filling selection and frost damage prevention.

【关键词】 固结仪冻土融化压缩试验研究
【Key words】 oedometerfrost soilthawing compressiontest research
【基金】 国家自然科学基金项目(50678020)
  • 【文献出处】 土工基础 ,Soil Engineering and Foundation , 编辑部邮箱 ,2008年02期
  • 【分类号】TU445
  • 【被引频次】1
  • 【下载频次】235
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