您当前的位置：
首页 >
文章列表页 >
Constitutive model of anchorage interface in underground engineering and its time-effect analysis
更新时间：2026-06-25

    • Constitutive model of anchorage interface in underground engineering and its time-effect analysis

    • Vol. 32, Issue 1, (2011)
    • CLC： TU470

    • Online First：19 January 2011，

      Published：2011

    移动端阅览

  • WU Guo-jun, CHU Yi-dun, CHEN Wei-zhong, et al. Constitutive model of anchorage interface in underground engineering and its time-effect analysis[J]. 2011, 32(1). 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

3209

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

Analysis of effect of anchor on deformation and force of double-row piles
Study of constitutive model of sand-geogrid interface behavior in geogrid/geotextile reinforced soil
Research status and prospects of constitutive models for municipal solid waste
Seismic stability of anchored rock slope using pseudo-dynamic method
Mechanical behavior of sandstone and its neural network simulation of constitutive model considering cyclic drying-wetting effect

Related Author

HU He-xiang
SONG Fu-yuan
YOU Xin-hua
MA Qing-song
GUO Heng
WANG Jun
LIN Xu
FU Hong-tao

Related Institution

Technical Center, China State Construction Engineering Corporation Limited
College of Architecture and Civil Engineering, Wenzhou University
Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation of Zhejiang Province Wenzhou University
College of Architecture and Engineering, Lianyungang Technical College
Department of Geotechnical Engineering, Tongji University
0