您当前的位置:
首页 >
文章列表页 >
Digital image measurement method of measuring triaxial specimen deformation based on sub-pixel accurate corner locator
更新时间:2026-06-25
    • Digital image measurement method of measuring triaxial specimen deformation based on sub-pixel accurate corner locator

    • Vol. 29, Issue 5, (2008)
    • CLC: TU411
    • Online First:24 July 2013,

      Published:2008

    移动端阅览

  • SHAO Long-tan, DONG Jian-jun, LIU Yong-lu, et al. Digital image measurement method of measuring triaxial specimen deformation based on sub-pixel accurate corner locator[J]. 2008, 29(5). 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

1668

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

Measurement of deformation of unsaturated compacted soil triaxial specimen based on digital image measurement method
Experimental study of parameters of hardening soil model for numerical analysis of excavations of foundation pits
Experimental research on mechanical characteristics of salt rock under triaxial unloading test
Triaxial testing study of dilatant characteristics of Qiantangjiang alluvial unsaturated silts
Shear band analysis of sand based on digital image processing technique

Related Author

DONG Jian-jun
SHAO Long-tan
YAO Tao
WANG Wei-dong
WANG Hao-ran
XU Zhong-hua
GUO Yin-tong
YANG Chun-he

Related Institution

State Key Laboratory of Structural Analysis for Industrial Equipment, Department of Engineering Mechanics, Dalian University of Technology
Department of Geotechnical Engineering, Tongji University
Department of Underground Structure &Geotechnical Engineering, East China Architectural Design & Research Institute Co., Ltd.
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
0