Search
Now showing items 1-6 of 6
Linear Rheological Behavior of Bituminous Paving Materials
Publisher: American Society of Civil Engineers
Abstract: The linearity limits of various unmodified and modified bituminous binders, as well as asphalt mixtures incorporating these binders, have been investigated using a dynamic shear rheometer and a purpose-built, dynamic, ...
Properties of Asphalt Concrete Layer Interfaces
Publisher: American Society of Civil Engineers
Abstract: This note outlines the experimental investigation of the factors affecting bond development between pavement layers. The tests involved the use of an apparatus known as the Nottingham shear box. To establish a realistic ...
Discrete Element Modeling of Constant Strain Rate Compression Tests on Idealized Asphalt Mixture
Publisher: American Society of Civil Engineers
Abstract: Discrete element modeling has been used to simulate constant strain rate compressive tests for an idealized asphalt mixture comprising approximately single-sized sand particles. A range of constant strain-rate compressive ...
Feasibility of Assessing Bond Condition of Asphalt Concrete Layers with Dynamic Nondestructive Testing
Publisher: American Society of Civil Engineers
Abstract: In the 1970s, the U.K. Transport Research Laboratory published a series of reports dealing with wearing course slippage due to debonding. At present, however, no accepted nondestructive test (NDT) technique exists for a ...
Assessing Variability of In Situ Pavement Material Stiffness Moduli
Publisher: American Society of Civil Engineers
Abstract: This paper describes research carried out to investigate pavement material-stiffness modulus variability. Detailed pavement surface deflection data were obtained from two sections of newly constructed flexible pavement in ...
Effect of Bond Condition on Flexible Pavement Performance
Publisher: American Society of Civil Engineers
Abstract: This paper summarizes a theoretical study undertaken to provide a deeper understanding of the consequences of poor bond on flexible pavement performance. Two different modeling approaches have been used. In the first, the ...
CSV
RIS