| 设置级配碎石基层沥青路面结构力学分析 |
| |
| 引用本文： | 孔保林.设置级配碎石基层沥青路面结构力学分析[J].交通标准化,2012(6):60-62. |
| |
| 作者姓名： | 孔保林 |
| |
| 作者单位： | 邯郸市青红高速公路管理处,河北邯郸,056002 |
| |
| 摘 要： | 以沥青路面路基顶面压应变、路表弯沉为研究指标,使用Bisar3.0软件分析了级配碎石基层厚度与模量及土基模量变化对这两种指标的影响,可供同行参考。
|
| 关 键 词： | 级配碎石 Bisar3.0 竖向压应变 路表弯沉 |
Structural Mechanics Analysis on Asphalt Pavement with Graded Gravel Base |
| |
| KONG Bao-lin.Structural Mechanics Analysis on Asphalt Pavement with Graded Gravel Base[J].Communications Standardization,2012(6):60-62. |
| |
| Authors: | KONG Bao-lin |
| |
| Institution: | KONG Bao-lin(Handan Qing-Hong Expressway Administration,Handan 056002,China) |
| |
| Abstract: | Taking the compressive strain of subgrade top surface of asphalt pavement and its surface deflec-tion as research indicators,the effect on the two kinds of index when graded gravel base′s thickness and modulus as well as soil base′s modulus changes is analyzed using Bisar3.0 software,which can be consulted by peers. |
| |
| Keywords: | graded gravel Bisar3 0 vertical compressive strain pavement surface deflection |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
| 点击此处可从《交通标准化》浏览原始摘要信息 |
| 点击此处可从《交通标准化》下载免费的PDF全文 |
