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- W1949662661 abstract "Every year hot mix asphalt (HMA) roadways are rehabilitated by milling the existing roadway and replacing the milled portion with new HMA. As a result, a tremendous amount of reclaimed asphalt pavement (RAP) is created and also a large amount of good quality aggregates are required to construct new pavement by conventional methods. This leads to the exploitation of mother earth causing ecological imbalance, scarcity of new materials, natural resource depletion and many environmental issues. RAP material can be reused by stabilization with cementing material as a good option to obtain a stiff pavement base course structure with better load dispersing characteristics. The utilization of RAP material in road bases and sub-bases has been limited because there is a lack of laboratory and field performance data. Hence in the present study an attempt is made to characterize the RAP material stabilized with cementitious stabilizer for road bases by conducting various laboratory investigations. This paper consists of laboratory evaluation of stabilized reclaimed asphalt pavement material, cylindrical specimens of 100 mm diameter and 200 mm height are prepared by RAP material blended with virgin aggregate and 4, 5, and 6% stabilizer dosages cured for 3, 7, 14, 28, 56 and 90 days curing period and unconfined compressive strength (UCS), durability, and ultrasonic pulse velocity (UPV) tests are conducted. From the laboratory studies it was observed that the stabilization of RAP with RBI Grade-81 increases the strength and durability with an increase in the dosage of stabilizer and curing period." @default.
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- W1949662661 date "2015-07-01" @default.
- W1949662661 modified "2023-09-28" @default.
- W1949662661 title "Laboratory Investigations on Stabilized Reclaimed Asphalt Pavement (RAP) Material" @default.
- W1949662661 hasPublicationYear "2015" @default.
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