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重庆交通大学学报（自然科学版）

重庆交通大学学报（自然科学版） ›› 2011, Vol. 30 ›› Issue (2): 263-265.DOI: 10.3969/j.issn.1674-0696.2011.02.19

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气温升高对多年冻土地区路基稳定性影响

李金明1，2，周育名1，原喜忠1   

  1. 1.长安大学， 陕西西安710064; 2.中国公路工程咨询集团有限公司， 北京100101
  • 收稿日期:2010-11-08 修回日期:2011-02-23 出版日期:2011-04-15 发布日期:2015-03-12
  • 作者简介:李金明(1983 — )，男(满族)，河北承德人，硕士，主要研究方向为路基路面工程。E-mail:lijm6216@163.com。

Impact of Climate Warming on Subgrade Stabilization in Permafrost Areas

LI Jinming1, 2, ZHOU Yuming1, YUAN Xizhong1   

  1. 1.Changan University, Xian 710064, ShanXi, China; 2.ChinaH ighw ay Eng ineer ing Consu lting G roup Company Ltd.Be ijing 100101, Ch ina
  • Received:2010-11-08 Revised:2011-02-23 Online:2011-04-15 Published:2015-03-12

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摘要： 为了分析在气温升高的状况下冻土退化对东北多年冻土地区路基稳定性的影响,假设气温年增长率为 0.05??,通过ANSYS有限元软件计算了不同地表状况和不同含冰量情况下,多年冻土最大季节融化深度变化,根 据不同土质、不同含冰量的融沉系数,计算得到不同含冰量冻土的沉降量。结果表明:在气温逐年升高的状况下, 含冰量大的土层沉降量大于含冰量小的土层；天然草皮泥炭对多年冻土的退化有一定的保护作用；人为活动的影 响会使沉降量增加,从而对公路及铁路工程路基稳定性产生严重影响。

关键词: 气温升高, 多年冻土, 路基, 融沉系数, 沉降量

Abstract: In order to analyze the impact of permafrost degradation on subgrade stabilization in northeast permafrost areas with climate warming, supposed the annual grow thrate of temperature was 0.05, the maximum seasonal thawing depth change of permafrost was calculated by finite element analysis software ANSYS based on different surface coverage and different ice content; the settlement of soil with different amount of ice was calculated through thawing settlement coefficient. The results demonstrated that when there was climate warming, the settlement of soil with greater ice content was greater than that with minorice content; natural turf and peat could prevent perm afrost from degradating; human activities would worsen the soil settlement, thus causing serious in fluence on embankment stability of highway and railway engineering.

Key words: Climate warming, permafrost, sub grade, thawing settlement coefficient, settlement

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