您当前的位置:
首页 >
文章列表页 >
Derivation of stress and strain of saturated sand in free ground under seismic loading
更新时间:2026-06-25
    • Derivation of stress and strain of saturated sand in free ground under seismic loading

    • Vol. 31, Issue 1, (2010)
    • CLC: TU443
    • Online First:02 February 2010,

      Published:2010

    移动端阅览

  • SU Dong, LI Xiang-song. Derivation of stress and strain of saturated sand in free ground under seismic loading[J]. 2010, 31(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

2482

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

Centrifuge investigation on effect of seismic history on resistance of sand to liquefaction
Centrifuge investigation on effect of seismic history on resistance of sand to liquefaction
Meso-scale study of effects of stress path on deformation behaviors of sand
Preliminary study on soil-pile interaction under multidirectional horizontal loading
Constitutive model for clay considering complex stress paths

Related Author

SU Dong
LI Xiang-song
SU Dong1
LI Xiang-song2
CHI Ming-jieCHI Ming-jie1
LI Xiao-jun
ZHAO Cheng-gang
TANG Hui1

Related Institution

Department of Civil Engineering, Shenzhen University
Department Civil Engineering, Hong Kong University of Science and Technology
Institute of Engineering Mechanics, China Earthquake Administration
School of Civil Engineering and Architecture, Beijing Jiaotong University
Shenzhen Key Laboratory for Durability of Civil Engineering, College of Civil Engineering, Shenzhen University
0