THICKNESS VARIABILITY EFFECTS ON THE PROPERTIES OF UNSTABILIZED FULL DEPTH RECLAIMED AGGREGATES

THICKNESS VARIABILITY EFFECTS ON THE PROPERTIES OF UNSTABILIZED FULL DEPTH RECLAIMED AGGREGATES

Inadequate financial allocation for road maintenance is a threat to the impaired rural highways in Atlantic Canada. The conventional means of pavement rehabilitation has been to place a hot mix asphalt concrete overlay on the existing worn out pavement which is only a short term adjustment. The purp...

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Bibliographic Details
Main Author: Haque, Rizwana
Language:en_US
Published: 2014
Subjects:
FDR
GPR
Asphalt
Aggregate
Unstabilized aggregates
HMA
Expanded asphalt
Retroactive method of pulverization
Stabilization
CBR
TMD
Direct shear test
Resilient modulus test
Gradation
Optimum Moisture
Optimum Density
Service Life
Pavement
Online Access:http://hdl.handle.net/10222/50064

Internet

http://hdl.handle.net/10222/50064

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