您当前的位置:
首页 >
文章列表页 >
Meso-scale study of effects of stress path on deformation behaviors of sand
更新时间:2026-06-25
    • Meso-scale study of effects of stress path on deformation behaviors of sand

    • Vol. 31, Issue 10, (2010)
    • CLC: TU411
    • Online First:14 October 2010,

      Published:2010

    移动端阅览

  • CHI Ming-jieCHI Ming-jie1, LI Xiao-jun, ZHAO Cheng-gang, et al. Meso-scale study of effects of stress path on deformation behaviors of sand[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

3602

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

Derivation of stress and strain of saturated sand in free ground under seismic loading
Constitutive model for clay considering complex stress paths
Method for developing hardening parameter independent of stress path for geomaterials
Shear band characteristics of Toyoura sand in plane strain compression with decreasing confining pressure
Analysis of stress path and deformation-failure mechanism of high cutting loess slope

Related Author

SU Dong
LI Xiang-song
LU De-chun
YAO Yang-ping
LUO Ting
YAO Yang-ping
ZHUANG Li
GONG Quan-mei

Related Institution

Shenzhen Key Laboratory for Durability of Civil Engineering, College of Civil Engineering, Shenzhen University
Department of Civil Engineering, Hong Kong University of Science and Technology
Department of Civil Engineering,Beihang University
Department of Civil Engineering, Beihang University,, Chin
Institute of Geotechnical Engineering, Korea Institute of Construction Technology
0