Development of Mix Design Procedure for Cold In-Place Recycling with Foamed Asphalt

Author:

Kim Yongjoo12,Lee Hosin “David”12

Affiliation:

1. Graduate Research Assistant, Public Policy Center, Dept. of Civil and Environmental Engineering, 4105 Seamans Center, Univ. of Iowa, Iowa City, IA, 52242-1527.

2. Associate Professor, Public Policy Center, Dept. of Civil and Environmental Engineering, 4117 Seamans Center, Univ. of Iowa, Iowa City, IA, 52242-1527.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference29 articles.

1. Acott S. M. (1979). “Sand stabilization using foamed bitumen.” Proc. 3rd Conf. on Asphalt Pavements for South Africa Durban 155–172.

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

3. Foamed bitumen road recycling;Akeroyd F. M.;Highways (London),1988

4. Bissada A. F. (1987). “Structural response of foamed-asphalt-sand mixtures in hot environments.” Transportation Research Record 1115 Transportation Research Board Washington D.C. 134–149.

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