Cold Weather Placement of RCC-Reference-Cited by-同舟云学术

Cold Weather Placement of RCC

Author:

Choi Ying-Kit¹,Neighbors J. Douglas²,Reichler Jamie D.³

Affiliation:

1. President, BasePoint Design Corporation, 2280 S. Xanadu Way, Ste. 350, Aurora, CO 80014.

2. Senior Civil Engineer, GEI Consultants, 6950 S. Potomac, Ste. 200, Englewood, CO 80112.

3. President, Reichler Engineering, 7244 Shenandoah Dr., Elizabeth, CO 80107.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference10 articles.

1. American Concrete Institute (ACI). (1983). “Cold weather concreting.” ACI 306R-78 Detroit.

2. ACI (1987). “Standard specification for cold weather concreting.” ACI 306.1-87 Detroit.

3. ACI. (1990). “Roller compacted mass concrete.” ACI manual of concrete practice. Part 1 Detroit.

4. Choi Y. K. (1994). Design and construction of New Elmer Thomas Dam newsletter U.S. Committee on Large Dam Washington D.C.

5. Dolen T. P. and Tayabji S. D. (1988). “Bond strength of roller compacted concrete.” Proc. Roller Compacted Concrete II ASCE New York 170–186.

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4. RCC/Soil-Cement: What’s the Difference?;Journal of Materials in Civil Engineering;2005-08