您当前的位置:
首页 >
文章列表页 >
Study of constitutive relations of rockfill under complex stress path
更新时间:2026-06-25
    • Study of constitutive relations of rockfill under complex stress path

    • Vol. 31, Issue 6, (2010)
    • CLC: TU411.3
    • Online First:25 June 2010,

      Published:2010

    移动端阅览

  • XIANG Biao, ZHANG Zong-liang, CHI Shi-chun1, et al. Study of constitutive relations of rockfill under complex stress path[J]. 2010, 31(6). 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

2697

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

Four moduli incremental nonlinear model of rockfill under the path of constant stress ratio
Realization of rock mass nonlinear strength characteristics in unified strength theory based on brittle-shear strength analysis
Study of deformation characteristics of slope rockmass at project of water diversion from Hanjiang River to Weihe River
Simulation of constitutive curves for strain-softening rock in triaxial compression
Triaxial tests of effects of varied saturations on strength and modulus for sandstone

Related Author

XIANG Biao
ZHANG Zong-liang
CHI Shi-chun
LI Yuan
LI Zhen
QIAO Lan
LI Miao
GUO Xi-feng

Related Institution

State Key Lab of the Coastal and Offshore Engineering, Dalian University of Technology
China Hydropower Kunming Investigation, Design and Research Institute
State Key Laboratory of High-Efficient Mining and Safety of Metal Mines of Ministry of Education, University of Science and Technology Beijing
Faculty of Engineering, China University of Geosciences (Wuhan)
Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources, Yangtze River Scientific Research Institute
0