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New frontiers in road and airport engineering : selected papers from the 2015 International Symposium on Frontiers of Road and Airport Engineering, October 26-28, 2015, Shanghai, China ; sponsored by Tongji University, Shanghai, [and] the Construction Institute of the American Society of Civil Engineers /

Detalles Bibliográficos
Clasificación:Libro Electrónico
Autores Corporativos: International Symposium on Frontiers of Road and Airport Engineering Shanghai, China, Tong ji da xue (China) (sponsoring body.), Construction Institute (sponsoring body.)
Otros Autores: Sun, Lijun (Highway engineer) (Editor ), Ling, Jianming (Editor ), Zhao, Hongduo (Editor ), Xiao, Feipeng (Editor ), Huang, Baoshan (Editor )
Formato: Electrónico Congresos, conferencias eBook
Idioma:Inglés
Publicado: Reston, Virginia : American Society of Civil Engineers, [2015]
Temas:
Acceso en línea:Texto completo
Tabla de Contenidos:
  • Application of the Dissipated Energy Theory to Estimate the Fatigue Characteristics of Hot and Warm Recycled SMA Mixtures
  • Multi-Scale Evaluation on the Interaction between Asphalt and Crumb Rubber
  • Nano-Scaled Mechanical Properties of Asphalt Binders Caused by Aging
  • Effects of Tack Coat Type and Surface Characteristics on Interface Bond Strength
  • Study on the Properties of Fiber-Reinforced Asphalt Mastic Based on the Multi-Scale Method
  • Concerted Design of Hard Paving Grade Asphalt High Modulus Mixture Based on the Aggregate Image Measurement System
  • Investigation on the Self-Healing Abilities of Base and Ionomer-Modified Asphalt Binders with a T-Peel Test
  • Complex Modulus and Fatigue Resistance of Different Bituminous Binders and Corresponding Mixtures Containing Reclaimed Asphalt Pavement
  • Rheological Comparisons of Terminally Blended and Laboratory Blended Ground Tire Rubbers
  • Test Procedure of Utilizing Atomic Force Microscopy to Characterize Bitumen
  • Comparison of the Fatigue Performance of Asphalt Mixtures Considering Self-Healing
  • Effects of Fillers on the High Temperature Properties of CRMA Mastic
  • Investigation into Influence Factors on Shear Properties between Layers of Asphalt Pavement
  • Aging Characterization of SMA and Dense-Graded Asphalt Mixtures Using Gel-Permeation Chromatography
  • Reliable Estimation of Binder Properties Using the Large Molecular Size (%) from Asphalt Mixtures.
  • Treatment on the State of Reclaimed Asphalt Material in Warm Recycled Asphalt Mixture Gradation Design
  • Structural Performance of Permeable Interlocking Concrete Pavement under Heavy Traffic Loading
  • Analysis on the Rigid-Flexible Composite Base of Asphalt Pavement of an Expressway in Guangdong
  • Structural Response of Asphalt Pavement under the Coupling Effect of Subgrade Permanent Deformation and Vehicle Load
  • Definition, Function, and Framework Construction of a Smart Road
  • Temperature Effects on the Correlations between Tire-Pavement Noises and Pavement Surface Characteristics
  • Micromechanical Analysis on Asphalt Mixture Fatigue Damage Considering Volumetric Property
  • Influence of Principal Stress Distribution on Asphalt Pavement Damage Case Study on Ping-Xi Highway
  • Sample Size and Precision for Pavement Inspection in a Maintenance Quality Assurance Program
  • Optimal Policies for Pavement Maintenance, Resurfacing, and Reconstruction
  • Long-Life Flexible Pavement : Myth, Reality, and the Way Forward
  • Development and Implementation of Axle Load Spectra for Overweight Truck Traffic for a Mechanistic-Empirical Pavement Performance Evaluation
  • Effects of Driving Simulator Fidelity on the Driving Behavior of Emergency Braking
  • A Vehicle Collision Detection Algorithm at T-Shaped Intersections Based on Location-Based Service
  • The Effect of Unusual Weather on Motorcycle Safety Trends An Indiana Example
  • Research on Modified Redirective Crash Cushions at Triangular End Shunts of an Expressway
  • Relative Vulnerability Matrix for Evaluating Multimodal Traffic Safety
  • Comparative Analysis of Traffic Performances between Ground and Underground Expressways.