您当前的位置：
首页 >
文章列表页 >
Study of relationship between uniaxial compressive strength and electrical resistivity of frozen soil under different temperatures
更新时间：2026-06-25

    • Study of relationship between uniaxial compressive strength and electrical resistivity of frozen soil under different temperatures

    • Vol. 30, Issue 1, (2009)
    • CLC： TU445

    • Online First：14 January 2011，

      Published：2009

    移动端阅览

  • FU Wei, WANG Ren, HU Ming-jian, et al. Study of relationship between uniaxial compressive strength and electrical resistivity of frozen soil under different temperatures[J]. 2009, 30(1). 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

1309

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

Experimental study of electrical resistivity and deformation characteristics of saturated silty clay during repeated freeze-thaw cycles
Experimental study of electrical resistivity properties and alert performance of frozen soil under uniaxial load
Experiment study on effect of temperature on electrical resistivity of contaminated soils
Development of mechanical experimental system for interface layer between frozen soil and structure and its application
The water holding capacity of silt under temperature effect

Related Author

FU Wei
WANG Ren
FU Wei
WANG Ren
LI Zhi-qing
HU Ming-jian
HAN Li-hua
LIU Song-yu

Related Institution

Institute of Subgrade and Pavement, China Communications the Sencond Highway Consultants Co. Ltd.
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environment and Engineering Research Institute, Chinese Academy of Sciences
Key Laboratory of Engineering Geomechanics, Institute of Geolog and Geophysics, Chinese Academy of Sciences
0