| 新型长寿命沥青路面结构力学指标的正交分析 |
| |
| 引用本文： | 舒富民,钱振东,唐健娟. 新型长寿命沥青路面结构力学指标的正交分析[J]. 上海公路, 2007, 0(3): 19-22 |
| |
| 作者姓名： | 舒富民 钱振东 唐健娟 |
| |
| 作者单位： | 东南大学交通学院;东南大学交通学院;东南大学交通学院 |
| |
| 摘 要： | 针对我国高速公路多采用半刚性基层沥青路面结构,国外多为柔性基层结构,提出复合式基层结构。通过引进国外长寿命路面设计理念,提出新型长寿命沥青路面结构的力学设计指标;运用正交试验方法,设计了正交表L_(32)(4~9),通过极差分析得出影响力学设计指标的最不利因素,提出路面结构的最优组合。
|
| 关 键 词： | 复合式基层 长寿命沥青路面 力学指标 正交试验 |
| 修稿时间： | 2007-06-04 |
Orthogonal Analysis on Mechanical Indexes of New-Type Perpetual Asphalt Pavement |
| |
| SHU Fu-min,QIAN Zhen-dong,TANG Jian-juan. Orthogonal Analysis on Mechanical Indexes of New-Type Perpetual Asphalt Pavement[J]. Shanghai Highways, 2007, 0(3): 19-22 |
| |
| Authors: | SHU Fu-min QIAN Zhen-dong TANG Jian-juan |
| |
| Affiliation: | SHU Fu-min QIAN Zhen-dong TANG Jian-juan |
| |
| Abstract: | Semi-rigid base pavement structure is commonly used for freeway in China,while flexible base is used abroad.The compos- ite base was suggested in the paper.Base on the design concept for perpetual pavement abroad,mechanical design indexes for new- type perpetual asphalt pavement structure were proposed.An orthogonal array L32(49)was designed by orthogonal test method. The most unfavorable factors affecting mechanical design indexes are presented,and the optimal combination of pavement structure are concluded through range analysis. |
| |
| Keywords: | composite base perpetual asphalt pavement mechanical indexes orthogonal test |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
