
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|

| 标题 |
| PLAXIS软件在砂性土路基填筑变形研究中的应用(49 卷) |
| 英文标题 |
| Application of PLAXIS software to simulation study on deformation of sandy soil subgrade during filling process |
| 摘要 |
| 通过用PLAXIS软件对砂性土路基的二维数值分析,指出以砂性土作为路基填料时,为了保证路基的稳定,可以提前采用PLAXIS软件对路基进行模拟,找出砂性土路基修筑过程中应力—应变变化范围,以便安全指导砂性土路基的施工。 |
| 作者 |
| 新闻作者:赵国芳,严战友,卜建清 |
| 关键字 |