您当前的位置：
首页 >
文章列表页 >
One-dimensional consolidation of saturated clays under cyclic loading considering non-Darcy flow
更新时间：2026-06-25

    • One-dimensional consolidation of saturated clays under cyclic loading considering non-Darcy flow

    • Vol. 31, Issue S1, (2010)
    • CLC： TU431

    • Online First：09 September 2010，

      Published：2010

    移动端阅览

  • SUN Li-yun, LIU Zhong-yu, YUE Jin-chao, et al. One-dimensional consolidation of saturated clays under cyclic loading considering non-Darcy flow[J]. 2010, 31(S1). 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

2925

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

Dynamic response analysis of column-net structure subgrade and reinforced cushion under cyclic loading
Experimental study of cumulative axial strain and residual dynamic modulus of silt soil
A constitutive model for rockfill materials incorporating grain crushing under cyclic loading
Experiment study of horizontal vibration characteristics of fixed jacket platform considering degradation of pile foundation
Experimental research on temperature evolution of frozen soil under long-term cyclic loading

Related Author

ZHANG Chong-lei
JIANG Guan-lu
YUAN Sheng-yang
WANG Wei
BIAN Xue-cheng
LU Wen-bo
JIANG Hong-guang
CHEN Yun-min

Related Institution

School of Civil Engineering, Southwest Jiaotong University
Key Laboratory of Highway Engineering of Sichuan Province, Southwest Jiaotong University
Institute of Geotechnical Engineering, Zhejiang University
MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University
School of Water Resources & Hydropower, Sichuan University
0