您当前的位置:
首页 >
文章列表页 >
Measurement of shear bands of sand specimens with different water contents under constant strain rate based on digital image correlation method
更新时间:2026-06-25
    • Measurement of shear bands of sand specimens with different water contents under constant strain rate based on digital image correlation method

    • Vol. 36, Issue 3, Pages: 625-632(2015)
    • DOI:10.16285/j.rsm.2015.03.003    

      CLC: TU454
    • Online First:13 June 2018,

      Published:2015

    移动端阅览

  • WANG Xue-bin, DU Ya-zhi, PAN Yi-shan, et al. Measurement of shear bands of sand specimens with different water contents under constant strain rate based on digital image correlation method[J]. 2015, 36(3): 625-632. DOI: 10.16285/j.rsm.2015.03.003.

  •  
  •  
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

441

下载量

26

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

Experimental studies of rotation angles of principal strain axes for wet sandy soil specimens under uniaxial compression
Study of evolution of sand crushability based on discrete elements method
Meso-direct-shear test of sand based on digital image correlation method and its PFC numerical simulation
Variation of internal friction angle of tailings with standard penetration number under influence of water content
Centrifugal model test on seepage characteristics of high core rockfill dam

Related Author

GU Lu
WANG Xue0-bin
DU Ya-zhi
FENG Wei-wu
ZHOU Bo
HUANG Run-qiu
WANG Hua-bin
WANG Jian-feng

Related Institution

辽宁工程技术大学 力学与工程学院
辽宁工程技术大学 计算力学研究所,辽宁 阜新 123000 3. 中国矿业大学(北京) 力学与建筑工程学院
College of Civil Engineering and Mechanics, Huazhong University of Science and Technology
State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology
Department of Civil and Architectural Engineering, City University of Hong Kong
0