Increase in Concrete Air Content due to Excessive Internal Vibration

Author:

Wang Xin1ORCID,Wang Xuhao2,Sadati Seyehamed3,Wang Kejin4ORCID,Taylor Peter5,Sirotiak Todd6

Affiliation:

1. Service Manager, Engineering Technology Research Institute, China Construction Third Engineering Bureau Co., Ltd., Wuhan 430000, China. ORCID:

2. Associate Professor, School of Highway, Chang’an Univ., Xi’an 710000, China (corresponding author).

3. Engineer, Concrete Materials Testing Branch, California Department of Transportation, Sacramento, CA 95814.

4. Professor, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., Ames, IA 50010. ORCID:

5. Director, National Concrete Pavement Technology Center, Iowa State Univ., Ames, IA 50010.

6. Associate Professor, Dept. of Construction Management and Engineering, North Dakota State Univ., Fargo, ND 58108.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference19 articles.

1. Anderson, R. A. 1967. Fundamentals of vibrations. New York: The Macmillan Company.

2. Origin, evolution and effects of air void system in concrete. Part 3—Influence of water-cement ratio and compaction;Backstrom J. E.;Am. Concr. J.,1958

3. Rheology and vibration of fresh concrete: Predicting the radius of action of poker vibrators from wave propagation

4. Effect of internal vibration of concrete mixtures upon the entrained air;Blandin F. H.;Ill. Highway Eng.,1959

5. Cross, W., E. Duke, J. Kellar, and D. Johnston. 2000. Investigation of low compressive strengths of concrete paving. Pierre, SD: South Dakota Department of Transportation.

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