您当前的位置:
首页 >
文章列表页 >
Fatigue dynamic shear strain threshold and long-term dynamic stability of cutting bed under ballastless track of Wuhan-Guangzhou high-speed railway
更新时间:2026-06-25
    • Fatigue dynamic shear strain threshold and long-term dynamic stability of cutting bed under ballastless track of Wuhan-Guangzhou high-speed railway

    • Vol. 31, Issue S2, (2010)
    • CLC: TU435
    • Online First:12 January 2011,

      Published:2010

    移动端阅览

  • LIU Xiao-hong, YANG Guo-lin, FANG Wei. Fatigue dynamic shear strain threshold and long-term dynamic stability of cutting bed under ballastless track of Wuhan-Guangzhou high-speed railway[J]. 2010, 31(S2). 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

2987

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

Research on strength characteristics of unsaturated red clay
Comparative laboratory study of lime-treated expansive soil and red clay
On preconsolidation pressure of red clay
A creep model for anchor with grout bulb considering shear and compression coupling effect of soil
Experimental study on the effect of D-sorbitol on microbially induced calcium carbonate precipitation and reinforcement of red clay

Related Author

LAI You-hua
ZHANG Qin
YAN Rong-tao
WEI Chang-fu
FU Xin-hui
TAI Jun
GUO Ai-guo
SUN Zhi-liang

Related Institution

CSCEC Strait Construction and Development Co., Ltd.
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
Fujian Provincial Institute of Architectural Design and Research
College of Civil Engineering and Architecture, Guilin University of Technology
Key Laboratory of Karst Environment and Geological Hazard Prevention of Guizhou Province
0