|
OALib Journal期刊
ISSN: 2333-9721
费用：99美元
|
|
|
|
半刚性基层沥青路面车辙特性分析
, PP. 14-18
Keywords: 道路工程,车辙特性,有限元,沥青路面,车辙比例,沥青层厚度
Abstract:
针对半刚性沥青路面的车辙特性,利用有限元软件ABAQUS模拟分析了连续变温温度场下不同路面结构车辙发展规律、沥青面层不同结构层的车辙比例及路面车辙与沥青层厚度的关系。结果表明路面车辙的发展规律与沥青混合料永久变形规律相似,同样表现出3阶段特性,同样并不存在严格意义上的等速阶段,只是在荷载作用次数的某一范围内,车辙发展速率基本保持恒定;不同结构组合的沥青路面车辙发展规律大致相同,即荷载作用初期车辙发展较快,随后车辙发展进入稳定增长阶段,但是荷载作用末期,车辙有可能加速发展,进入破坏阶段;中面层车辙所占比例远高于其他面层,应该重视提高中面层沥青混合料的抗车辙能力;对于半刚性沥青路面结构,路表车辙并非随厚度的增大成直线上升,其增幅随厚度的增大而逐渐变缓。
| [1] | MARASTEANU M O,CLYNE T,MCGRAW J,et al.High-temperature Rheological Properties of Asphalt Binders
|
| [2] | [J].Transportation Research Record,2005(1901):52-59.
|
| [3] | JONES R,HOMER D,SULLIVAN P,et al.A Methodology for Quantitatively Assessing Vehicular Rutting on Terrains
|
| [4] | [J].Journal of Terramechanics,2005,42(3/4):245-257.
|
| [5] | 李辉.沥青路面车辙形成规律与温度场关系研究
|
| [6] | [D].南京:东南大学,2007.LI Hui.Research on the Relationship between Rutting and Temperature Field of Asphalt Pavement
|
| [7] | [D].Nanjing:Southeast University,2007.
|
| [8] | 贾渝,张全庚.沥青路面结构层厚度与沥青混合料类型选择
|
| [9] | [J].公路,2000(3):10-13.JIA Yu,ZHANG Quangeng.Selection of Asphalt Mixture Type and Asphalt Pavement Thickness
|
| [10] | [J].Highway,2000(3):10-13.
|
| [11] | 贾渝,赵延庆.再论沥青路面结构层厚度与混合料类型选择
|
| [12] | [J].现代交通技术,2005(5):1-3.JIA Yu,ZHAO Yanqing.Rediscussion on Thickness of the Layer Structure of Asphalt Pavement and Selection of the Mixture Type
|
| [13] | [J].Modern Transportation Technology,2005(5):1-3.
|
| [14] | 段凌云.沥青路面结构层厚度与沥青混合料类型选择
|
| [15] | [J].交通技术,2006(3):94-97.DUAN Lingyun.Selection of Asphalt Mixture Type and Asphalt Pavement Thickness
|
| [16] | [J].Transportation Science ＆Technology,2006(3):94-97.
|
| [17] | HKS Inc.ABAQUS/CAE User's Manualv
|
| [18] | [M].Hong Kong:HKS Inc,2005.
|
| [19] | HKS Inc.ABAQUS Example Problems Manual
|
| [20] | [M].Hong Kong:HKS Inc,2005.
|
| [21] | HKS Inc.ABAQUS Theory Manual
|
| [22] | [M].Hong Kong:HKS Inc,2005.
|
| [23] | HKS Inc.ABAQUS User Subroutines Reference Manual
|
| [24] | [M].Hong Kong; HKS Inc,2005.
|
| [25] | 李凌林.沥青路面长大纵坡段车辙性能研究
|
| [26] | [D].南京:东南大学,2008.LI Linglin.Research on Rutting Resistance of the Long and Steep Slope Asphalt Pavement
|
| [27] | [D].Nanjing:Southeast University,2008.
|
| [28] | 付凯敏.沥青路面结构车辙模拟及抗车辙性能研究
|
| [29] | [D].南京:东南大学,2008.FU Kaimin.Research on the Rutting Simulation and Rutting Characters of Asphalt Pavement Structures
|
| [30] | [D].Nanjing:Southeast University,2008.
|
| [31] | FANG Hongbing,HADDOCK J E,WHITE T D,et al.On the Characterization of Flexible Pavement Rutting Using Creep Model-based Finite Element Analysis
|
| [32] | [J].Finite Element in Analysis and Design,2004,41(1):49-73.
|
| [33] | KETTIL P,LENHOF B,RUNESSON K,et al.Simulation of Inelastic Deformation in Road Structures due to Cyclic Mechanical and Thermal Loads
|
| [34] | [J].Computers &Structures,2007,85 (1/2):59-70.
|
| [35] | 王后裕.重载沥青路面结构三维非线性数值分析及工程优化研究
|
| [36] | [D].重庆:重庆大学,2001.WANG Houyu.Study on Three-dimensional Nonlinear Numerical Analysis and Structure Optimization of Heavy Duty Asphalt Pavement
|
| [37] | [D].Chongqing:Chongqing University,2001.
|
Full-Text
|
|
Contact Us
service@oalib.com QQ:3279437679 
WhatsApp +8615387084133
|
|
