Impacts of Curing Time and Moisture Content on Engineering Properties of Cold In-Place Recycling Mixtures Using Foamed or Emulsified Asphalt

Author:

Kim Yongjoo123,Im Soohyok123,Lee Hosin “David”123

Affiliation:

1. Senior Scholar, Highway Research Div., Korea Institute of Construction Technology, 1190, Simindae-Ro, Ilsanseo-Gu, Goyang-Si, Gyeonggi-Do, 411-712, Korea.

2. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Nebraska–Lincoln, Lincoln, NE 68588-0531.

3. Professor, Public Policy Center, Dept. of Civil and Environmental Engineering, Univ. of Iowa, 4117 Seamans Center, Iowa City, IA 52242-1527 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference23 articles.

1. Asphalt Institute (AI). (1998). “A basic asphalt emulsion manual.” Manual Series No. 19 Lexington KY.

2. Asphalt Recycling and Reclaiming Association (ARRA). (2001). Basic asphalt recycling manual Annapolis MD 225–226.

3. Association Mondiale de la Route (AIPCR) and World Road Association (PIARC). (2002). “Cold in-place recycling of pavements with emulsion or foamed bitumen.” Draft Rep. Version 3.1A La Defense Cedex France.

4. Batista F. and Antunes M. (2003). “Pavement rehabilitation using asphalt cold mixtures.” Proc. MAIRPAV’03 Conf. 3rd Int. Conf. on Maintenance and Rehabilitation of Pavements and Technical Control International Society for Concrete Pavements Bridgeville PA 653–662.

5. Bowering R. H. (1970). “Properties and behaviors of foamed bitumen mixtures for road building.” Proc. 5th Australian Road Research Board (ARRB) Conf. Vol. 6 ARRB Canberra Australia 38–57.

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