碎石集料变形机理的块体元数值试验分析
Deformation process and mechanisms of crushed rock aggregate analyzed by numerical experiment of discrete element method
碎石集料变形机理的块体元数值试验分析 |
| 马正涛, 李双洋, 赵永春, 李根 |
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Deformation process and mechanisms of crushed rock aggregate analyzed by numerical experiment of discrete element method |
| Zhengtao MA, Shuangyang LI, Yongchun ZHAO, Gen LI |
| 图4 不同围压下的最大偏应力强度 |
| Fig.4 Deviatoric stress changing with confining pressures for grading range 1.27~2.54 cm and 2.54~381 cm |
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