Influence of Reclaimed Asphalt Pavement Temperature on Mix Design Process of Cold In-Place Recycling Using Foamed Asphalt-Reference-Cited by-同舟云学术

Influence of Reclaimed Asphalt Pavement Temperature on Mix Design Process of Cold In-Place Recycling Using Foamed Asphalt

Published:2011-07 Issue:7 Volume:23 Page:961-968
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Kim Yongjoo¹²,Lee Hosin David¹²

Affiliation:

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

2. Professor, Public Policy Center, 209 SQ, Dept. of Civil and Environmental Engineering, Univ. of Iowa, 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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000274

Reference14 articles.

1. Bowering R. H. and Martin C. L. (1976). “Foamed bitumen production and application of mixtures evaluation and performance of pavements.” Proc. the Association of Asphalt Paving Technologists New Orleans 45 453–477.

2. Brennen M. Tia M. Altschaeffl A. G. and Wood E. L. (1983). “Laboratory investigation of the use of foamed asphalt for recycled bituminous pavements.” Transportation Research Record 911 Transportation Research Board Washington DC 80–87.

3. Castedo-Franco L. H. and Wood E. L. (1983). “Stabilization with foamed asphalt of aggregates commonly used in low volume roads.” Transportation Research Record 898 Transportation Research Board Washington D.C. 297–302.

4. Iowa Department of Transportation (DOT). (2006). “Cold in-place recycled asphalt pavement.” Developmental Specification (DS-01076) Iowa Department of Transportation Ames IA.

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