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The gradation of asphalt concrete affects the properties of pavement significantly.
Nondestructive testing (NDT) reveals the stress strain properties of pavement layers at relatively low strain levels.
The Huet-Sayegh visco-elastic model was used in order to describe rheological properties of pavement asphaltic layers.
Hence, researchers have attempted to develop empirical estimation models based on the mechanical properties of pavement materials, such as the California bearing ratio and the unconfined compressive strength or physical properties of materials.
The non-destructive testing method using spectral analysis of surface waves (SASW) has mainly been developed and used for many years in the fields of geotechnical engineering and highway engineering, such as examining the material properties of pavement systems, soil media, etc., under an infinite half-space condition.
The method of spectral analysis of surface waves (SASW), a nondestructive testing method, has mainly been developed and used for many years in the fields of geotechnical engineering and highway engineering, such as for examining the material properties of pavement systems and soil media under an infinite half-space condition.
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The new study defines the key parameters involved in analyzing the structural (thickness) and material (stiffness and type of subgrade) properties of pavements.
Along with traffic load, the climatic conditions belong to the external factors affecting the physical and mechanical properties of pavements.
Parametric investigations are conducted on the buckling response of the pavement when constrained at one end; the parameters considered being the rotational stiffness of the joint, the thickness of the pavement, the properties of the pavement subgrade base and the effective weight of the pavement.
Out of these, coefficient of thermal expansion, elastic modulus and modulus of rupture are a few important ones and to evaluate the effects of these material properties on pavement performance, simulations were carried out in MEPDG.
Selected properties of the pavement surface were tested to determine the effectiveness of cleaning process.
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