您当前的位置：
首页 >
文章列表页 >
Determination of dilatancy angle for geomaterials under non-associated flow rule
更新时间：2026-06-25

    • Determination of dilatancy angle for geomaterials under non-associated flow rule

    • Vol. 30, Issue 11, (2009)
    • CLC： O319.56

    • Online First：07 January 2010，

      Published：2009

    移动端阅览

  • KONG Wei-xue, RUI Yong-qin, DONG Bao-di. Determination of dilatancy angle for geomaterials under non-associated flow rule[J]. 2009, 30(11). 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

6637

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

Existence and decoupling for flow potential of geomaterials
Experimental study on constitutive model of geomaterial for flood-wall in Nanning
Finite element modeling of geomaterial using digital image processing and computerized tomography identification
Significance of soil dilatancy in bearing capacity of ground
Analysis of ultimate bearing capacity of foundations by elastoplastic FEM through step loading

Related Author

ZHENG Ying-ren
LU Xin
LIU Yuan-xue
ZHOU Jia-wu
GU Hong-mei
MA Rong-yong
DAI Si-qi
ZHANG Xiao-ning

Related Institution

Department of Architecture & Civil Engineering, Logistical Engineering University
School of Civil Engineering，Guangxi University，.
Yulin Institute of Water Resources and Hydropower Design and Research.
College of Transportation, South China University of Technology
China Railway First Group Co. Ltd
0