您当前的位置：
首页 >
文章列表页 >
Analysis of sensitivity of frozen ground bearing capacity to climate change in Northeast China permafrost regions
更新时间：2026-06-25

    • Analysis of sensitivity of frozen ground bearing capacity to climate change in Northeast China permafrost regions

    • Vol. 31, Issue 10, (2010)
    • CLC： TU470

    • Online First：14 October 2010，

      Published：2010

    移动端阅览

  • YUAN Xi-zhong, LI Ning, ZHAO Xiu-yun, et al. Analysis of sensitivity of frozen ground bearing capacity to climate change in Northeast China permafrost regions[J]. 2010, 31(10). DOI：

  •  
  •  
icon
试读结束，您可以激活您的VIP账号继续阅读。
去激活 >
icon
试读结束，您可以通过登录账户，到个人中心，购买VIP会员阅读全文。
已是VIP会员？
去登录 >

0

Views

2907

下载量

0

CSCD

Alert me when the article has been cited
提交
Tools
Download
Export Citation
Share
Add to favorites
Add to my album

Related Articles

Analysis of deformation characteristics of embankment with deep permafrost table and degenerative permafrost
Back analysis of frozen soil thermal properties based on simulated annealing optimization algorithm
Characteristics and causes of embankment deformation for Qinghai-Tibet Railway in permafrost regions
Deformation failure characteristics and influential factors of subgrade upon slope in permafrost area
Numerical analysis of forced convection characteristics of riprap slope embankment in Qinghai-Tibet railway

Related Author

YUAN Kun
ZHANG Jin-zhao
ZHU Dong-peng
WEN Bin
WU Qing-bai
JIANG Guan-li
ZHANG Peng
SUN Zhi-zhong

Related Institution

CCCC First Highway Consultants Co., Ltd.
Second Highway Consultants Co., Ltd., China Communication Construction Corporation
Beiluhe Observation and Research Station on Frozen Soil Engineering and Environment in Qinghai-Tibet Plateau, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Golmud
Golmud Public Works Section, Qinghai-Tibet Railway Corporation, Golmud
School of Civil Engineering, Southwest Jiaotong University
0