您当前的位置:
首页 >
文章列表页 >
Shakedown analysis of pavement structures based on lower bound theorem
更新时间:2026-06-25
    • Shakedown analysis of pavement structures based on lower bound theorem

    • Vol. 31, Issue 11, (2010)
    • CLC: U416
    • Online First:24 November 2010,

      Published:2010

    移动端阅览

  • SUN Yang, SHEN Shui-long, LUO Chun-yong. Shakedown analysis of pavement structures based on lower bound theorem[J]. 2010, 31(11). 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

3091

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

Dynamic deformation response of pavement structure subjected to hidden holes in loess
Progressive fracture evolution and mechanical response of cavity-containing sandstone under low-frequency disturbance
Engineering characteristics of xanthan gum improved sandy slope soil and slope ecological protection mechanism
Physical-mechanical properties and durability analysis of foamed lightweight soil based on excavated soil and fly ash
Mechanical properties and microstructural evolution of peaty soils subjected to freeze-thaw cycles

Related Author

DENG Ya-hong
PENG Jian-bing
FAN Wen
XIA Tang-dai

Related Institution

Institute of Earthquake Engineering and Geohazard Prevention, Chang'an University
Institute of Geotechnical Engineering, Zhejiang University
0