Mass Concrete Mixtures Based on Fineness Modulus and Geometrical Gradation-Reference-Cited by-同舟云学术

Mass Concrete Mixtures Based on Fineness Modulus and Geometrical Gradation

Published:2001-02 Issue:1 Volume:13 Page:33-40
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Bittencourt R. M.¹²³⁴,Fontoura J. T. F.¹²³⁴,Andrade W. P. de¹²³⁴,Monteiro P. J. M.¹²³⁴

Affiliation:

1. Dir. of Concrete Res., Furnas Electric Power Lab., Goiânia, Brazil.

2. Sr. Engr., Furnas Electric Power Lab., Goiânia, Brazil.

3. Dir. of Civ. Engrg. Res., Furnas Electric Power Lab., Goiânia, Brazil.

4. Prof., Dept. of Civ. and Envir. Engrg., Univ. of California, Berkeley, CA 94720.

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%290899-1561%282001%2913%3A1%2833%29

Reference6 articles.

1. Abrams D. A. ( 1918). “Design of concrete mixtures.” Design of concrete mixtures Structural Materials Research Laboratory Chicago.

2. Andrade W. P. Tomaz R. J. Bittencourt R. M. and Guerra E. ( 1981). “A mix design for mass concrete.” Proc. Brazilian Concr. Inst. (in Portuguese).

3. Designation CRD C-3 U.S. Army Engineer Waterways Experiment Station Vicksburg Miss.

4. Lyse I. ( 1932). “Tests on consistence and strength of concrete having constant water content.” Proc. Am. Soc. for Testing and Mat. 32(Part 2) ASTM Philadelphia 629–636.

5. Mehta P. K. and Monteiro P. J. M. ( 1993). Concrete 2nd Ed. Prentice-Hall Englewood Cliffs N.J.

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