您当前的位置:
首页 >
文章列表页 >
Stability analysis of soil slope by limit equilibrium method considering dilatancy based on material state-dependent critical state
更新时间:2026-06-25
    • Stability analysis of soil slope by limit equilibrium method considering dilatancy based on material state-dependent critical state

    • Vol. 30, Issue S2, (2009)
    • CLC: TU443
    • Online First:21 June 2011,

      Published:2009

    移动端阅览

  • JIA Cang-qin, HUANG Mao-song, WANG Gui-he. Stability analysis of soil slope by limit equilibrium method considering dilatancy based on material state-dependent critical state[J]. 2009, 30(S2). 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

2937

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

Prediction method for gradation-related mechanical behaviors of rockfill materials
Mechanism and simplified calculation method for landslide thrust distribution under horizontal soil arching between adjacent piles
Shear strength and volume change behavior of clay-rich soil at high suctions
Stability analysis of rock slope with connected joint
Dilatancy of coarse-grained soil in large-scale triaxial tests study

Related Author

MA Shuang-xing
SHEN Chao-min
LIU Si-hong
WANG Xing
LI Jian
ZHANG Meng-yao
CHENG Dong
ZHU Yan-peng

Related Institution

College of Water Conservancy and Hydropower Engineering, Hohai University
China Safety Energy Group Second Engineering Bureau Co., Ltd.
School of Civil and Hydraulic Engineering, Lanzhou University of Technology
Western Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou University of Technology
Key Laboratory of Urban Underground Engineering of Ministry of Education, Beijing Jiaotong University
0