| 气温升高对多年冻土地区路基稳定性影响 |
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| 引用本文： | 李金明,周育名,原喜忠. 气温升高对多年冻土地区路基稳定性影响[J]. 重庆交通大学学报(自然科学版), 2011, 30(2): 263-265 |
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| 作者姓名： | 李金明 周育名 原喜忠 |
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| 作者单位： | 1. 长安大学,陕西,西安,710064;中国公路工程咨询集团有限公司,北京,100101
2. 长安大学,陕西,西安,710064 |
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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...
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| 关 键 词： | 气温升高 多年冻土 路基 融沉系数 沉降量 |
Impact of Climate Warming on Subgrade Stabilization in Permafrost Areas |
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| LI Jin-ming,ZHOU Yu-ming,YUANXi-zhong. Impact of Climate Warming on Subgrade Stabilization in Permafrost Areas[J]. Journal of Chongqing Jiaotong University, 2011, 30(2): 263-265 |
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| Authors: | LI Jin-ming ZHOU Yu-ming YUANXi-zhong |
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| Affiliation: | LI Jin-ming1,2,ZHOU Yu-ming1,YUANXi-zhong1(1.Chang'an University,Xi'an 710064,ShanXi,China,2.China Highway Engineering Consulting Group Company Ltd.Beijing 100101,China) |
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| Abstract: | In order to analyze the impact of permafrost degradation on subgrade stabilization in northeast permafrost areas with climate warming,supposed the annual growthrate 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 minor ice content;natural turf and peat could prevent permafrost from degradating;human activities would worsen the soil settlement,thus causing serious influence on embankment stability of highway and railway engineering. |
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| Keywords: | climate warming permafrost subgrade thawing settlement coefficient settlement |
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