您当前的位置：
首页 >
文章列表页 >
One-dimensional mechanical behavior of granular material under high stresses(Part I): compression behavior
更新时间：2026-06-25

    • One-dimensional mechanical behavior of granular material under high stresses(Part I): compression behavior

    • Vol. 31, Issue 10, (2010)
    • CLC： TU411

    • Online First：14 October 2010，

      Published：2010

    移动端阅览

  • WANG Zhe-chao, LI Shu-cai. One-dimensional mechanical behavior of granular material under high stresses(Part I): compression behavior[J]. 2010, 31(10). 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

3158

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

One-dimensional mechanical behavior of granular materials at high stresses (Part II): Creep behavior
Meso-direct-shear test of sand based on digital image correlation method and its PFC numerical simulation
A constitutive model for rockfill materials incorporating grain crushing under cyclic loading
A dynamic relaxation - finite element method for strong nonlinearity caused by post-peak strain softening of sands
Critical state of rockfill materials and a constitutive model considering grain crushing

Related Author

WANG Zhe-chao
LI Shu-cai
LI Jie
CHEN Fan-xiu
KONG Liang
HAN Hua-qiang
MI Zhan-kuan
LI Guo-ying

Related Institution

Department of Civil Engineering, University of Calgary, Calgary T2N1N4
School of Science, Qingdao Technological University
Nanjing Hydraulic Research Institute
School of Water Resources & Hydropower, Sichuan University
School of Mechanics and Civil Engineering, China University of Mining & Technology
0