Sentence examples for course of pavement from inspiring English sources

The objective of this paper is to investigate the effect of temperature on mechanical properties of unbound granular materials (UGMs) blended with reclaimed asphalt pavement (RAP) and virgin aggregates as the base course of pavement.

Contrary, aggregates obtained from new pavement were found to be suitable for construction of base and wearing course of flexible pavements whereas aggregates from older pavement could not be even molded while preparing test sample due to loss of binding properties of asphalt mixtures by virtue of oxidation process.

By contrast, S-LCSS can be used in wearing and binder course of flexible pavements as an additive because of its positive effect.

The use of the high modulus asphalt concrete in the base course of airport pavements is not of recent utilization, but at present there is a considerable gap in the regulation for the use of this bitumen.

Thus, it can be advocated that lime stabilized jarosite blends have the adequate strength to be used as a construction material in sub grade and sub base course for both types of pavement, and base course for rigid pavement design only.

Clay content in bearing courses of road pavement frequently causes damages and defects (e.g., cracks, deformations, and ruts).

Manufactured from the resistant layers of the tyre (metallic and textile layers), it is used as a system placed between the courses of the pavement in order to reduce the effect caused by fatigue cracking processes.

Based on the results of the tests, a new classification method for UGMs intended to be used in the base course of thin asphalt pavements is suggested.

Cement-stabilized aggregate reinforced with polypropylene filament fiber (CAPFF) is a new material for road base course of semi-rigid pavements whose bending fatigue performance has been rarely studied.

Although lime fly ash-stabilized macadam (LFASM) is a common material for the road base course of semi-rigid pavements, the fatigue performance of compacted LFASM has been rarely studied through the vibration testing method (VTM).

Jarosite stabilized with 10% lime has the satisfactory strength to be used in sub base course or subgrade of both the types of pavement, and base course of rigid pavement design.