您当前的位置：
首页 >
文章列表页 >
3D anisotropic numerical analysis of rock mass with columnar joints for dam foundation
更新时间：2026-06-25

    • 3D anisotropic numerical analysis of rock mass with columnar joints for dam foundation

    • Vol. 31, Issue 3, (2010)
    • CLC： TU457

    • Online First：31 March 2010，

      Published：2010

    移动端阅览

  • XU Wei-ya, ZHENG Wen-tang, NING Yu, et al. 3D anisotropic numerical analysis of rock mass with columnar joints for dam foundation[J]. 2010, 31(3). 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

2590

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

Anisotropic failure criterion incorporating microstructure tensor for rock mass with columnar joints
Experimental research of columnar jointed basalt with true triaxial apparatus at Baihetan Hydropower Station
Finite element analysis of foundation unloading and relaxation effects of Xiaowan Arch Dam
Numerical in situ testing of excavation experimental cavity on columnal joints
模拟柱状节理玄武岩试样的失效模式与各向异性特征试验研究

Related Author

ZHONG Shi-ying XU Wei-ya
LIU Hai-ning
WANG Jun-mei
WANG Si-jing
ZHOU Hua
WANG Guo-jin1
FU Shao-jun
ZOU Li-chun

Related Institution

MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University
North China Institute of Water Conservancy and Hydroelectric Power
Institute of Geology and Geophysics, Chinese Academy of Sciences
State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University
Kunming Institute of Hydropower Investigation-Design and Research
0