M-E flexible pavement design: Issues and challenges

被引:0
作者
Thompson, Marshall R. [1 ]
机构
[1] Univ Illinois, Urbana, IL USA
来源
ASPHALT PAVEMENTS, VOLS 1 AND 2 | 2014年
关键词
Mechanistic-empirical design; flexible pavements;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
M-E flexible pavement design procedures have evolved since the late 50's and early 60's. In the analyses of the AASHO Road Test data it was demonstrated that pavement response (surface deflection) was a good indicator of pavement performance (equally as good as the Structural Number)!! Significant advances have been achieved in the last 50+ years. Current procedures and developments for materials characterization, structural modeling, distress transfer functions, and other issues are considered in the presentation. Emphases are placed on those concepts/approaches that support the development of readily useable/implementable flexible pavement design procedures.
引用
收藏
页码:3 / 10
页数:8
相关论文
共 12 条
[1]  
Aashto AA, 2008, MECH EMPIRICAL PAVEM
[2]  
American Association for State Highway and Transportation Officials, 1986, GUID DES PAV STRUCT
[3]  
[Anonymous], 1990, CAL MECH STRUCT AN P
[4]  
[Anonymous], 1992, CAL MECH STRUCT AN P, VII
[5]  
[Anonymous], 2013, AASHTOWARE PAV ME DE
[6]  
[Anonymous], 1995, FULL DEPTH BIT CONCR
[7]  
[Anonymous], 1995, CONV FLEX PAV DES LO
[8]  
[Anonymous], 1990, CAL MECH STRUCT AN P, VII
[9]  
[Anonymous], 1989, MECH PAV DES SUPPL S
[10]  
[Anonymous], 1992, CAL MECH STRUCT AN P, VI